Contents
Report Volume – I
Foreword
Preface
Check List
Salient Features
Executive Summary
List of Officers Associated in Preparation of DPR
Index Map
Volume –I - Main Report
Para No.
Particulars
Page
No.
Chapter – 1
Introduction
1.0
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.8.1
1.8.2
1.8.2.1
1.8.2.2
1.8.2.3
1.8.2.4
1.8.2.5
1.8.2.6
1.8.2.7
General
Outline of the Project
Justification and the Objective of the Project
Lessons Learned from Previous Projects
National Perspective Plan for Water Resources
Development
Memorandum of Understanding between Centre
and States and Inter- State Aspects
Selection of Proposed Scheme
Project Planning and Optimisation of Benefits
Methodology Adopted
Data Collection
Planning and Lay-out
Jheri Dam
Paikhed Dam
Chasmandva Dam
Chikkar Dam
Dabdar Dam
Kelwan Dam
Paikhed Barrage
xcv
1
2
8
9
12
14
17
25
28
28
29
30
30
31
31
31
32
32
Para No.
1.8.2.8
1.8.2.9
1.8.2.10
1.8.3
1.8.3.1
1.8.3.2
1.8.3.2.1
1.8.3.2.2
1.8.3.2.3
1.8.3.2.4
1.8.3.2.5
1.8.3.3
1.8.3.3.1
1.8.3.3.2
1.8.3.3.3
1.8.3.3.4
1.8.3.3.5
1.8.3.3.6
1.8.3.3.7
1.8.3.3.8
1.8.3.3.9
1.8.3.3.10
1.8.3.3.11
1.8.3.4
1.8.4
Particulars
Page
No.
Chasmandva Barrage
32
Link Canal
32
Powerhouse
33
Surveys & Investigations
33
Survey & Investigation Works Carried out
34
Departmentally
Survey and Investigation Works Carried out by
36
Other Agencies
Topographical Surveys
36
Borrow Area Survey, Construction Material Survey
36
and Testing of Rock Core Samples
Geological Survey
37
Drilling Works
37
Demarcation of Command Area En- route of the
37
Link Canal
Technical Studies
37
Design of Important Project Components and
37
writing of Design Chapter
Irrigation Planning
38
Construction Planning, Equipment Planning and
38
Man-power Planning
Hydrological Study
38
Power Potential and Electrical & Mechanical
38
Studies
Study of Seismic Parameter
38
Morphological Study
38
Mineral Surveys
39
Archaeological Surveys
39
Cadastral Surveys
39
Soil Surveys
39
Socio-economic Survey and Environmental Impact
39
Assessment Studies
Engineering Assessment and Front End
40
Engineering
xcvi
Para No.
1.8.4.1
1.8.4.2
1.8.4.3
1.8.4.4
1.8.5
1.8.6
1.9
2.1
2.2
2.2.1
2.2.2
2.2.3
2.2.4
2.2.5
2.2.6
2.2.7
2.2.8
2.3
2.3.1
2.3.2
2.3.3
2.4
2.4.1
2.4.2
2.4.3
2.4.4
2.4.5
2.5
2.5.1
2.5.2
Particulars
Dam and Head Works
Tunnel Connecting Jheri and Paikhed Reservoir
Barrages
Link Canal
Ecological, Socio-economic and Financial Aspects
Monitoring Mechanism
Clearances Required
Chapter – 2
Physical Features
Geographical Disposition
Topography of the Basins, Reservoirs and
Command Area
Par Basin
Auranga Basin
Ambica Basin
Purna Basin
Tapi Basin
Narmada Basin
Topography of the Reservoirs
Topography of the Command Area
Geology of the Basin, Reservoir and Command
Area
Geology of the Basins
Geology of Reservoirs
Geology of Command Area
River System and catchment Area
Par Basin
Auranga Basin
Ambica Basin
Purna Basin
Tapi Basin
Basin Characteristics
Rainfall
Temperature, Relative Humidity, Wind Speed and
Cloud Cover
xcvii
Page
No.
40
42
42
42
43
49
49
50
50
50
51
52
52
53
53
54
55
56
56
57
59
60
60
61
62
62
63
64
64
65
Para No.
3.1
3.2
3.3 (a)
3.3(b)
3.3(c)
3.3 (d)
3.3 (e)
4.0
4.1
4.1.1
4.1.2
4.1.3
4.1.4
4.1.5
4.1.5.1
4.1.6
4.1.7
4.1.8
4.1.8.1
Particulars
Chapter – 3
Interstate Aspects
States Traversed by the Rivers
Distribution of Catchment in State and Yields from
the Catchment of the State Concerned
Effect on Project & of the Project on the Interstate
Agreement on Sharing of Waters, Sharing the
Benefits and Costs, Acceptance of Submergence in
the Upstream State Etc., if Any.
Effect on Project & of the Project on the Interstate
Adjudication, if Any
Effect on Project & of the Project on the Interstate
Aspect of Territory, Property, etc. Coming Under
Submergence,
Project
Affected
People,
Rehabilitation, Compensation, etc.
Effect on Project & of the Project on the Existing
and Sanctioned Projects.
Any Other Aspect of the Project Involving
Interstate Problems.
Chapter – 4
Surveys and Investigations
General
Topographical Surveys
Rivers
Reservoirs
Head Works
Plant and Colony Layout
Canal & Water Conductor System and Canal
Structures
Alternative crossing of Tapi River without
Dropping at Ukai Reservoir
Power House, Switch Yard, Surge shaft, Tailrace
etc
Tunnel Survey
Command Area (detailed and sample)
Detailed topographical surveys for identification of
en-route Command Area of link canal.
xcviii
Page
No.
67
67
70
74
74
75
75
76
81
82
85
89
94
94
95
95
96
96
97
Para No.
4.1.8.2
4.1.9
4.2
4.2.1
4.2.2
4.2.3
4.2.4
4.2.5
4.2.6
4.3
4.3.1.
4.3.2
4.3.3
4.3.4
4.4
4.4.1
4.5
4.5.1
4.5.2
4.5.3
4.5.4
4.5.5
4.5.6
4.5.7
4.5.8
4.5.9
4.6
4.6.1
4.6.2
4.6.3
4.6.4
4.6.5
Particulars
Page
No.
Sample Command Area surveys for OFD works
99
Soil Conservation
99
Other Surveys
100
Archaeological Survey in the Reservoir area
100
Mineral
Survey
in
the
Catchments/ 100
Reservoir/Canals Area
Right of Way Survey for the Reservoirs
101
Communication Surveys
101
Drainage Survey
103
Soil Surveys
103
Geology, Geophysical and Seismic Investigations
103
Regional Geology
103
Local Geology
104
Geological Investigations
105
Seismicity
109
Sub-surface
Geology
and
Foundation 111
Investigations
Geophysical Investigations
120
Construction Material Investigations
124
Soils
124
Sand
126
Rock and Aggregates
127
Bricks and Tiles
127
Pozzolona
127
Cement
128
Steel
128
Scarce Material
128
Any other Material
128
Hydrological and Meteorological Investigations
128
Rainfall
128
Discharge Data
131
Wind Speed
132
Humidity
132
Temperature
132
xcix
Para No.
4.6.6
4.6.7
4.6.8
4.6.9
5.0
5.1
5.2
5.3
5.3.1
5.3.2
5.3.3
5.3.4
5.3.5
5.3.6
5.3.7
5.3.8
5.4
5.4.1
5.4.2
5.4.3
5.4.4
5.4.5
5.4.6
5.5
5.5.1
5.6
5.6.1
5.7
5.7.1
Particulars
Sedimentation
Water Quality
Evaporation
Morphological Studies
Chapter –5
Hydrology and Water Assessment
General
General Climate and Hydrology
General Information about Regions
Specific Information
Drainage Basins
Command Area
Floods and Drainage
River Geometry
Ground Water Recharge
Reservoir Area
Other Water Usage
Navigation
Data Availability
Rainfall and Snowfall
Pan Evaporation
Temperature, Relative Humidity, Wind Speed and
Cloud Cover
River Gauge and Discharge
Sediment (Suspended and Bed Load) Inflow and
Grain Size Composition
Water Quality
Hydrological Data Requirement
Alternatives and Classifications
Type of Inputs
Hydrological Inputs
Compilation and Processing of Basic Hydrological
Data
Hydrological Investigation
c
Page
No.
133
134
135
135
136
136
137
137
137
142
142
143
144
145
149
149
149
149
157
158
159
160
161
162
162
162
162
163
163
Para No.
5.7.2
5.7.3
5.7.3.1
5.7.3.2
5.7.4
5.7.4.1
5.7.4.2
5.7.4.3
5.7.5
5.7.5.1
5.7.5.2
5.8
5.8.1
5.8.2
5.8.3
5.8.3.1
5.8.3.2
5.8.3.3
5.8.3.4
5.8.3.5
5.9
5.9.1
5.10
5.11
5.12
5.13
5.14
5.14.1
5.14.1.1
5.14.1.2
5.14.1.3
5.14.1.4
5.14.1.5
Particulars
Page
No.
Data from Other Sources
165
Processing of Data
165
Quality of Data
165
Filling of Short Data Gaps
165
Consistency of Data
166
Consistency Check of Rainfall Data
166
Weighted Mean Rainfall
167
Consistency Check for Discharge Data
172
Presentation of Data
194
Rainfall Data
194
Discharge / Yield Data
194
Water Availability / Inflows
195
Storage Projects
195
Approach in the Current Study
195
Hydrological Inputs required for Simulation
196
Water inflow in to Storage Reservoirs
196
Rainfall-Runoff Relationship
196
Gross Yield Series
202
Net yield Series
204
Diversion and Small Pondages
207
Sedimentation Studies
207
Revised Area Capacity Curves
207
Potential Evapotranspiration and Rainfall
217
Inputs for Water Quality
218
Low Flow Inputs
218
Surface to Groundwater Recharge
219
Data for Studies other than Simulation
219
Design Flood and Diversion Flood Studies of 219
Dams
Derivation of Unit Hydrograph
220
Design Storm Studies
225
Convolution
229
Design flood (PMF)
229
Diversion Flood
232
ci
Para No.
5.14.1.6
5.14.2
5.14.2.1
5.14.2.2
5.14.2.3
5.14.2.4
5.14.2.5
5.14.3
5.15
5.16
5.16.1
5.16.2
5.17
5.17 .1
5.17.2
5.17.3
5.17.4
5.17.4.1
5.17.4.2
5.17.5
5.17.5.1
5.17.5.2
5.17.6
6.0
6.1
6.1.1
6.1.1.1
6.1.1.2
6.1.1.3
Particulars
Page
No.
Conclusion
239
Design Flood and Diversion Flood Studies of 240
Weirs
Derivation of Unit Hydrograph
240
Design Storm Studies
243
Convolution
246
Flood Hydrograph at Weir Sites
246
Conclusion
249
Tail water rating curves
250
Studies for design of drainage in the command area 254
Studies for Determination of Levels for Locating 254
Structures on Outlets
Location of structures
254
Location of Outlets
256
Simulation Studies of the Reservoirs
257
Broad Criteria
258
Computation of Net Inflows in to the Reservoirs 258
and Barrages
Priorities / Operation policy
270
Demands
270
Common Demands at Each Reservoirs
270
Project Specific Demands
271
Multi reservoir Simulation Study
273
Reservoir Operation Policy / Priorities
274
Assumptions in the Simulation Study
275
Simulation Results and Observations
276
Chapter –6
Design Aspects
Engineering Assessment
279
General
279
Geology, Seismicity and Foundation
282
Geology
282
Seismicity
285
Foundation Treatment
286
cii
Para No.
6.1.2
6.1.3
6.1.4
6.1.4.1
6.1.4.2
6.1.4.3
6.1.5
6.1.5.1
6.1.5.2
6.1.5.3
6.1.5.4
6.1.5.5
6.1.5.6
6.1.5.7
6.1.5.8
6.1.6
6.1.7
6.1.7.1
6.1.7.2
6.1.8
6.2
6.2.1
6.2.1.1
6.2.1.2
6.2.1.3
6.2.1.4
6.2.1.5
6.2.1.6
6.2.1.7
6.2.1.7.1
Particulars
Page
No.
Alternative Studies carried out for Selection of Site
288
and Type of Structure
Choice of Final Layout of all Major Components of 288
the Project and Reason
Design Flood and Sediment Studies
290
Design Flood Studies
290
Sediment Studies
291
Flood Routing Studies
291
Free Board for Fixing Top Elevation of Various
293
Dams
Jheri Dam
294
Paikhed Dam
294
Chasmandva Dam
294
Chikkar Dam
294
Dabdar Dam
294
Kelwan Dam
295
Paikhed Barrage
295
Chasmandva Barrage
296
River Diversion Arrangements
296
Construction Materials
296
Rock / River Boulder Samples (Coarse Aggregate)
296
Fine Aggregate Samples
297
Details of Model Studies for Important Structures
298
Dam
298
Concrete Face Rock Fill Dam – Design Criteria
298
and Stability Analysis
General Layout
298
Background on Selection of CFRD
300
Attractive Features of a CFRD
301
Design of Typical Section of CFRDs
302
Dam Slope Stability
306
Plinth
306
Face Slab
307
Face Slab Thickness
308
ciii
Para No.
Particulars
6.2.1.7.2
6.2.1.7.3
6.2.1.7.3(a)
6.2.1.7.3(b)
Panel Width
Joints
Parametric Joint and Water Stops
Tensile Vertical Joint (Near Abutments) and
Compressive Vertical Joint
6.2.1.7.3(c) Horizontal Construction Joint
6.2.1.7.4
Concrete Properties
6.2.1.7.4(a) Concrete Mix Design Properties
6.2.1.7.4(b) Concrete Aggregates
6.2.1.7.5
Reinforcement
6.2.1.8
Parapet Wall
6.2.1.8.1
Joint between Parapet Wall and Face Slab
6.2.1.9
Interface Wall
6.2.1.10
Filter (Zone 2A) - Filter Requirements
6.2.2
Concrete Dam
6.2.2.1
Layout of Concrete Dam
6.2.2.2
Free Board
6.2.2.3
Zoning
6.2.2.4
Design of Concrete Dam
6.2.2.4.1
Design Criteria for Non- Overflow Section
6.2.2.4.2
Stability Analysis of Non-Overflow Section
6.2.2.4.3
Design of Overflow Section (Spillway)
6.2.2.4.4
Stability Analysis of Overflow Section
6.2.2.4.5
Chute Spillway
6.2.2.4.6
Energy Dissipation Arrangement
6.2.2.4.7
Curtain and Consolidation Grouting
6.2.2.4.8
Spillway Gates
6.2.2.5
Opening through Dams
6.2.2.5.1
Gallery
6.2.2.5.2
Water Stop, Air Vent & Internal Drainage
6.3
Barrages and Head Regulators
6.3.1
Selection of Barrage Site
6.3.2
Design Flood
civ
Page
No.
308
309
309
310
311
311
312
312
312
312
313
313
314
316
316
318
318
321
321
322
329
332
340
340
341
342
357
357
357
358
358
359
Para No.
6.3.3
6.3.4
6.3.5
6.3.6
6.3.7
6.3.8
6.3.9
6.3.10
6.3.10.1
6.3.10.2
6.3.11
6.3.11.1
6.3.11.2
6.3.12
6.3.12.1
6.3.12.2
6.3.13
6.3.14
6.3.15
6.3.16
6.3.17
6.3.18
6.3.19
6.3.19.1
6.3.19.2
6.4
6.4.1
6.4.2
6.4.3
6.4.4
6.4.5
6.4.6
Particulars
River Diversion
Silt Factor
Assumed Retrogression at Maximum and
Minimum Discharges
Pond Level
Waterway and HFL
Energy Dissipation Arrangement
Drainage and Anchorage Arrangements
Barrage Spillway Gates
Paikhed Barrage
Chasmandva Barrage
Barrage Spillway Stop Logs
Paikhed Barrage
Chasmandva Barrage
Gantry Crane for Stop Logs
Paikhed Barrage
Chasmandva Barrage
Road-Cum-Gantry Bridge, Trestle, etc.
Instruments and Remote Control
Diesel Generating Set
Weight Estimate for Gates and Operating
Equipment
Protection Works
Seepage Control
Head Regulator, Service Gate and Stop Logs and
Hoists
Paikhed Barrage
Chasmandva Barrage
Jheri – Paikhed Link Tunnel
Layout of Link Tunnel
Hydraulic Design of the Link Tunnel
Intake Structure at Jheri Reservoir
Jheri to Paikhed Link Tunnel Details
Outfall Structure at Paikhed Reservoir
Hydro-Mechanical Equipment for Jheri-Paikhed
cv
Page
No.
359
360
360
360
360
361
361
361
361
362
362
362
363
364
364
364
364
365
365
365
366
366
367
367
368
369
369
369
370
371
373
374
Para No.
Particulars
Tunnel
6.4.6.1
Intake at Jheri reservoir
6.4.6.2
Outfall in Paikhed reservoir
6.4.6.3
Instruments and Remote Control
6.4.6.4
Diesel Generating Set
6.4.6.5
Weight Estimate for Gates and Operating
Equipment
6.5
Canals
6.5.1
Description of Canal System
6.5.1.1
Canal Capacity
6.5.1.2
Canal Alignment
6.5.1.3
Details of Lining Provided
6.5.1.4
Transmission Losses
6.5.1.5
Sections and Reaches
6.5.1.6
Shape
6.5.1.7
Design Calculation for Adequacy of Canal Section
6.5.1.8
Canal Operation
6.5.2
Canal Structures
6.5.2.1
Cross Drainage Works / Regulators
6.5.2.1.1
Layout and Foundation
6.5.2.1.2
Cross Drainage
6.5.3
Study of Integrated Network of Canal System and
its Operation
6.5.4
Description of Soil Profile along the Canal
Alignment
6.5.5
Broad Outline of Canal Automation and Branch
Canals upto 8 Cumec
6.6
Power Houses
6.6.1 6.6.1 Surface Power house at Paikhed dam
6.6.1.1
Intake Structure
6.6.1.2
Pressure Shaft /Penstock
6.6.1.3
Tail race pool / Tail race channel
6.6.1.4
Power Intake Service & Emergency Gate
6.6.1.5
Draft Tube Gates
6.6.2 6.6.2 Surface Power house at Chasmandva Dam
cvi
Page
No.
374
375
376
376
377
377
378
378
379
381
382
382
382
382
384
384
384
385
385
388
389
389
389
390
391
392
393
393
394
394
Para No.
6.6.2.1
6.6.2.2
6.6.2.3
6.6.2.4
6.6.2.5
6.6.3
6.6.3.1
6.6.3.2
6.6.3.3
6.6.3.4
6.6.3.5
6.6.4
6.6.4.1
6.6.4.2
6.6.4.3
6.6.4.4
6.6.4.5
6.6.5
6.6.5.1
6.6.5.2
6.6.5.3
6.6.5.4
6.6.5.5
6.6.6
6.6.6.1
6.6.6.2
6.6.6.3
6.6.6.4
6.6.6.5
6.7
6.8
7.0
7.1
7.1.1
Particulars
Intake Structure
Penstock
Tail Race Pool / Channel
Power Intake Service & Emergency Gate
Draft Tube Gates
Surface Power House at Chikkar Dam
Intake Structure
Penstock
Tail Race Pool /Channel
Power Intake Service & Emergency Gate
Draft Tube Gates
Surface Power House at Dabdar Dam
Intake Structure
Penstock
Tail Race Pool / Channel
Power Intake Service & Emergency Gate
Draft Tube Gates
Surface Power House at Kelwan Dam
Intake Structure
Penstock
Tail Race Pool / Channel
Power Intake Service & Emergency Gate
Draft Tube Gates
Surface Power House of Kelwan Feeder Canal
Intake Structure
Penstock
Tail Race Pool
Feeder Canal Power House Intake Service &
Emergency Gate
Feeder Canal Draft Tube Gates
Instrumentation
Other Studies
Chapter – 7
Reservoir
General
Jheri Reservoir
Fixation of Storage and Reservoir Levels cvii
Page
No.
396
396
396
397
397
398
400
400
400
400
401
402
403
404
404
404
405
405
407
407
408
408
409
409
411
411
411
411
412
413
413
414
417
417
Para No.
7.1.1.1
7.1.1.2
7.1.1.3
7.1.1.4
7.1.1.5
7.1.1.6
7.1.1.7
7.1.1.8
7.1.2
7.1.2.1
7.1.2.2
7.1.2.3
7.1.2.4
7.1.2.5
7.1.3
7.1.4
7.1.4.1
7.1.4.2
7.1.4.3
7.1.4.4
7.1.4.5
7.1.5
7.1.6
7.1.7
7.1.7.1
7.1.7.2
7.1.7.3
Particulars
Approach–Criteria
Dead Storage Level (DSL)
Low Water Level / Minimum Draw-Down Level
(MDDL)
Full Reservoir Level (FRL)
Maximum Water Level (MWL)
Maximum Backwater Level at FRL and MWL and
its Effect, Points to Which Backwater Effect is
Felt. Maximum Distance of Such Points from the
Axis of the Structure
Saddles along the Reservoir Rim
Fetch
Direction of Wind - Velocity of Wind - Wave
Height - Free Board-Top of Dam
Sedimentation Data and Studies
Rate of Sedimentation with Basis
Quantity of Sediment
Type and Shape of Reservoir
Sediment Studies – Jheri Reservoir
Sediment Distribution
Life of Reservoir in Years with Basis
Capacity
Capacities of Jheri Reservoir
Storage
Water Tightness of the Reservoir
Annual Losses
Flood Absorption
Effects on Sub Soil Water Table in the Adjoining
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
Area of Submergence
At Maximum Water Level
At Full Reservoir Level
Submergence Ratio - Submerged (Cultivated) Area
cviii
Page
No.
418
419
419
420
420
421
421
421
421
423
424
424
424
425
430
430
430
430
431
432
432
432
432
433
433
433
433
Para No.
7.1.8
7.1.8.1
7.1.8.2
7.1.8.3
7.1.9
7.1.10
7.1.11
7.2
7.2.1
7.2.1.1
7.2.1.2
7.2.1.3
7.2.1.4
7.2.1.5
7.2.1.6
7.2.1.7
7.2.1.8
7.2.2
7.2.2.1
7.2.2.2
7.2.2.3
7.2.2.4
7.2.2.5
7.2.3
7.2.4
Particulars
/ CCA
Land
Acquisition-Property
SubmergedRehabilitation
Land Acquisition
Details of Property Submerged
Rehabilitation of Project Affected People
Recreation Facilities
Pisciculture
Need and Recommendation for Soil Conservation
Measure in the Catchment
Paikhed Reservoir
Fixation of Storage and Reservoir Levels Approach–Criteria
Dead Storage Level (DSL)
Low Water Level / Minimum Draw-Down Level
(MDDL)
Full Reservoir Level (FRL)
Maximum Water Level (MWL)
Maximum Backwater Level at FRL and MWL and
its Effect, Points to which Backwater Effect is Felt.
Maximum Distance of such Points from the Axis of
the Structure
Saddles along the Reservoir Rim
Fetch
Direction of Wind - Velocity of Wind - Wave
Height - Free Board-Top of Dam
Sedimentation Data and Studies
Rate of Sedimentation with Basis
Quantity of Sediment
Type and Shape of Reservoir
Sediment Studies –Paikhed Reservoir
Sediment Distribution
Life of Reservoir in Years with Basis
Capacity
cix
Page
No.
433
433
434
434
436
436
437
437
437
439
439
439
440
440
440
441
441
441
442
442
442
442
442
447
448
Para No.
7.2.4.1
7.2.4.2
7.2.4.3
7.2.4.4
7.2.4.5
7.2.5
7.2.6
7.2.7
7.2.7.1
7.2.7.2
7.2.7.3
7.2.8
7.2.8.1
7.2.8.2
7.2.8.3
7.2.9
7.2.10
7.2.11
7.3
7.3.1
7.3.1.1
7.3.1.2
7.3.1.3
7.3.1.4
7.3.1.5
Particulars
Page
No.
Capacities of Paikhed Reservoir
448
Storage
448
Water Tightness of the Reservoir
449
Annual Losses
449
Flood Absorption
449
Effects on Sub Soil Water Table in the Adjoining 450
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
450
Area of Submergence
450
At Maximum Water Level
450
At Full Reservoir Level
450
Submergence Ratio - Submerged (Cultivated) Area 450
/ CCA
Land
Acquisition-Property
Submerged- 451
Rehabilitation
Land Acquisition
451
Details of Property Submerged
451
Rehabilitation of Project Affected People
452
Recreation Facilities
452
Pisciculture
452
Need and Recommendation for Soil Conservation 453
Measure in the Catchment
Chasmandva Reservoir
453
Fixation of Storage and Reservoir Levels - 453
Approach–Criteria
Dead Storage Level (DSL)
454
Low Water Level / Minimum Draw-Down Level 455
(MDDL)
Full Reservoir Level (FRL)
455
Maximum Water Level (MWL)
455
Maximum Backwater Level at FRL and MWL and 456
its Effect, Points to Which Backwater Effect is
Felt. Maximum Distance of Such Points from the
Axis of the Structure
cx
Para No.
7.3.1.6
7.3.1.7
7.3.1.8
7.3.2
7.3.2.1
7.3.2.2
7.3.2.3
7.3.2.4
7.3.2.5
7.3.3
7.3.4
7.3.4.1
7.3.4.2
7.3.4.3
7.3.4.4
7.3.4.5
7.3.5
7.3.6
7.3.7
7.3.7.1
7.3.7.2
7.3.7.3
7.3.8
7.3.8.1
7.3.8.2
7.3.8.3
7.3.9
7.3.10
7.3.11
Particulars
Page
No.
Saddles along the Reservoir Rim
456
Fetch
456
Direction of Wind - Velocity of Wind - Wave 457
Height - Free Board-Top of Dam
Sedimentation Data and Studies
457
Rate of Sedimentation with Basis
457
Quantity of Sediment
458
Type and Shape of Reservoir
458
Sediment Studies – Chasmandva Reservoir
458
Sediment Distribution
458
Life of Reservoir in Years with Basis
462
Capacity
462
Capacities of Chasmandva Reservoir
462
Storage
462
Water Tightness of the Reservoir
463
Annual Losses
464
Flood Absorption
464
Effects on Sub Soil Water Table in the Adjoining 464
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
464
Area of Submergence
465
At Maximum Water Level
465
At Full Reservoir Level
465
Submergence Ratio - Submerged (Cultivated) Area 465
/ CCA
Land
Acquisition-Property
Submerged- 465
Rehabilitation
Land Acquisition
465
Details of Property Submerged
465
Rehabilitation of Project Affected People
466
Recreation Facilities
466
Pisciculture
467
Need and Recommendation for Soil Conservation 467
Measure in the Catchment
cxi
Para No.
7.4
7.4.1
7.4.1.1
7.4.1.2
7.4.1.3
7.4.1.4
7.4.1.5
7.4.1.6
7.4.1.7
7.4.1.8
7.4.2
7.4.2.1
7.4.2.2
7.4.2.3
7.4.2.4
7.4.2.5
7.4.3
7.4.4
7.4.4.1
7.4.4.2
7.4.4.3
7.4.4.4
7.4.4.5
7.4.5
7.4.6
7.4.7
7.4.7.1
Particulars
Page
No.
Chikkar Reservoir
467
Fixation of Storage and Reservoir Levels - 467
Approach–Criteria
Dead Storage Level (DSL)
469
Low Water Level / Minimum Draw-Down Level 469
(MDDL)
Full Reservoir Level (FRL)
469
Maximum Water Level (MWL)
470
Maximum Backwater Level at FRL and MWL and 470
its Effect, Points to which Backwater Effect is Felt.
Maximum Distance of such Points from the Axis of
the Structure
Saddles along the Reservoir Rim
470
Fetch
471
Direction of Wind - Velocity of Wind - Wave 471
Height - Free Board-Top of Dam
Sedimentation Data and Studies
471
Rate of Sedimentation with Basis
472
Quantity of Sediment
472
Type and Shape of Reservoir
472
Sediment Studies –Chikkar Reservoir
472
Sediment Distribution
472
Life of Reservoir in Years with Basis
476
Capacity
477
Capacities of Chikkar Reservoir
477
Storage
477
Water Tightness of the Reservoir
478
Annual Losses
478
Flood Absorption
478
Effects on Sub Soil Water Table in the Adjoining 479
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
479
Area of Submergence
479
At Maximum Water Level
479
cxii
Para No.
7.4.7.2
7.4.7.3
7.4.8
7.4.8.1
7.4.8.2
7.4.8.3
7.4.9
7.4.10
7.4.11
7.5
7.5.1
7.5.1.1
7.5.1.2
7.5.1.3
7.5.1.4
7.5.1.5
7.5.1.6
7.5.1.7
7.5.1.8
7.5.2
7.5.2.1
7.5.2.2
7.5.2.3
7.5.2.4
7.5.2.5
Particulars
Page
No.
At Full Reservoir Level
479
Submergence Ratio - Submerged (Cultivated) Area 479
/ CCA
Land
Acquisition-Property
Submerged- 480
Rehabilitation
Land Acquisition
480
Details of Property Submerged
480
Rehabilitation of Project Affected People
481
Recreation Facilities
481
Pisciculture
481
Need and Recommendation for Soil Conservation 482
Measure in the Catchment
Dabdar Reservoir
482
Fixation of Storage and Reservoir Levels - 482
Approach–Criteria
Dead Storage Level (DSL)
483
Low Water Level / Minimum Draw-Down Level 484
(MDDL)
Full Reservoir Level (FRL)
484
Maximum Water Level (MWL)
484
Maximum Backwater Level at FRL and MWL and 485
its Effect, Points to Which Backwater Effect is
Felt. Maximum Distance of Such Points from the
Axis of the Structure
Saddles along the Reservoir Rim
485
Fetch
485
Direction of Wind - Velocity of Wind - Wave 485
Height - Free Board-Top of Dam
Sedimentation Data and Studies
486
Rate of Sedimentation With Basis
486
Quantity of Sediment
486
Type and Shape of Reservoir
487
Sediment Studies – Dabdar Reservoir
487
Sediment Distribution
487
cxiii
Para No.
7.5.3
7.5.4
7.5.4.1
7.5.4.2
7.5.4.3
7.5.4.4
7.5.4.5
7.5.5
7.5.6
7.5.7
7.5.7.1
7.5.7.2
7.5.7.3
7.5.8
7.5.8.1
7.5.8.2
7.5.8.3
7.5.9
7.5.10
7.5.11
7.6
7.6.1
7.6.1.1
7.6.1.2
7.6.1.3
7.6.1.4
7.6.1.5
Particulars
Page
No.
Life of Reservoir in Years with Basis
492
Capacity
492
Capacities of Dabdar Reservoir
492
Storage
492
Water Tightness of the Reservoir
493
Annual Losses
493
Flood Absorption
493
Effects on Sub Soil Water Table in the Adjoining 494
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
494
Area of Submergence
494
At Maximum Water Level
494
At Full Reservoir Level
494
Submergence Ratio - Submerged (Cultivated) Area 494
/ CCA
Land
Acquisition-Property
Submerged- 495
Rehabilitation
Land Acquisition
495
Details of Property Submerged
495
Rehabilitation of Project Affected People
496
Recreation Facilities
496
Pisciculture
496
Need and Recommendation for Soil Conservation 497
Measure in the Catchment
Kelwan Reservoir
497
Fixation of Storage and Reservoir Levels - 497
Approach–Criteria
Dead Storage Level (DSL)
498
Low Water Level / Minimum Draw-Down Level 499
(MDDL)
Full Reservoir Level (FRL)
499
Maximum Water Level (MWL)
499
Maximum Backwater Level at FRL and MWL and 500
its Effect, Points to which Backwater Effect is Felt.
cxiv
Para No.
7.6.1.6
7.6.1.7
7.6.1.8
7.6.2
7.6.2.1
7.6.2.2
7.6.2.3
7.6.2.4
7.6.2.5
7.6.3
7.6.4
7.6.4.1
7.6.4.2
7.6.4.3
7.6.4.4
7.6.4.5
7.6.5
7.6.6
7.6.7
7.6.7.1
7.6.7.2
7.6.7.3
7.6.8
7.6.8.1
7.6.8.2
7.6.8.3
7.6.9
7.6.10
Particulars
Maximum Distance of such Points from the Axis of
the Structure
Saddles along the Reservoir Rim
Fetch
Direction of Wind - Velocity of Wind - Wave
Height - Free Board-Top of Dam
Sedimentation Data and Studies
Rate of Sedimentation with Basis
Quantity of Sediment
Type and Shape of Reservoir
Sediment Studies –Kelwan Reservoir
Sediment Distribution
Life of Reservoir in Years with Basis
Capacity
Capacities of Kelwan Reservoir
Storage
Water Tightness of the Reservoir
Annual Losses
Flood Absorption
Effects on Sub Soil Water Table in the Adjoining
Areas Particularly Downstream of the Dam
Reservoir Rim Stability
Area of Submergence
At Maximum Water Level
At Full Reservoir Level
Submergence Ratio - Submerged (Cultivated) Area
/ CCA
Land
Acquisition-Property
SubmergedRehabilitation
Land Acquisition
Details of Property Submerged
Rehabilitation of Project Affected People
Recreation Facilities
Pisciculture
cxv
Page
No.
500
500
500
501
501
501
502
502
502
507
507
507
507
508
508
509
509
509
509
509
509
510
510
510
510
511
511
511
Para No.
7.6.11
7.7
7.8
7.9
8.0
8.1
8.1.1
8.1.2
8.1.3
8.1.4
8.2
8.2.1
8.2.2
8.3
8.4
8.4.1
8.4.1.1
8.4.1.1.1
8.4.1.1.2
8.4.1.1.3
8.4.1.1.4
8.4.1.1.5
8.4.1.1.6
8.4.1.1.7
Particulars
Page
No.
Need and Recommendation for Soil Conservation 512
Measure in the Catchment
Ukai Reservoir (Existing)
512
Paikhed Barrage
513
Chasmandva Barrage
513
Chapter – 8
Power
General
514
Present Status of Power Development in 514
Maharashtra and Gujarat States
Available Generating Capacity (MW) in the 514
State/Region from different sources with location,
category wise.
Present Status of Utilisation of Power Produced
519
Shortages / Surpluses and Import / Export of 520
Power from/to the neighbouring States/Regions
Transmission System and Operation Voltages
521
Power requirements
522
Existing
522
Anticipated Requirements of energy (MU) and 522
peak load (MW)
Future Plans of Power Development
522
Assessment of the Power Benefits from Par-Tapi- 525
Narmada Link Project
Paikhed Dam Power House
527
Power Potential Study
527
Type of Project
527
Hydrology, Sedimentation Studies and Criteria for 528
Fixing up Reservoir Levels
Reservoir Operation
529
Simulation Studies
529
Firm Power
530
Installed Capacity
530
Scope for Seasonal/Secondary Power Generation
532
cxvi
Para No.
8.4.1.1.8
8.4.1.1.9
8.4.1.2
8.4.1.2.1
8.4.1.2.2
8.4.1.2.3
8.4.1.2.4
8.4.1.2.5
8.4.1.2.6
8.4.1.2.7
8.4.1.2.8
8.4.1.2.9
8.4.1.2.10
8.4.1.2.11
8.4.1.2.12
8.4.1.2.13
8.4.1.2.14
8.4.1.2.15
8.4.1.2.16
8.4.1.2.17
8.4.1.2.18
8.4.1.2.19
8.4.1.2.20
8.4.2
8.4.2.1
8.4.2.1.1
8.4.2.1.2
8.4.2.1.3
8.4.2.1.4
8.4.2.1.5
8.4.2.1.6
8.4.2.1.7
8.4.2.1.8
Particulars
Page
No.
Size and Type of Generating Units
532
Number of Generating Units
533
Electrical & Mechanical Works
533
Turbine
534
Francis Turbine and Associated Equipments
534
Inlet Valves
536
Governing Equipment
537
Pressure Oil System
537
Generator
537
Electrical Control and Protection Equipments
541
Material Handling in the Power House
542
Auxiliary Power Supply
542
Cables and Boxes
543
Station Drainage System
543
Dewatering System
543
Ventilation System
544
Draft Tube Gate
544
Tailrace Channel
544
Switchyard
544
Grounding Systems
545
Transmission and Distribution Works
545
Drawings
546
Cost Estimate (S-Power Plant)
546
Chasmandva Dam Power House
547
Power Potential Study
547
Type of Project
547
Hydrology, Sedimentation Studies and Criteria for 548
Fixing up Reservoir Levels
Reservoir Operation
549
Simulation Studies
549
Firm Power
549
Installed Capacity
550
Scope For Seasonal/Secondary Power Generation
551
Size and Type of Generating Units
552
cxvii
Para No.
8.4.2.1.9
8.4.2.2
8.4.2.2.1
8.4.2.2.2
8.4.2.2.3
8.4.2.2.4
8.4.2.2.5
8.4.2.2.6
8.4.2.2.7
8.4.2.2.8
8.4.2.2.9
8.4.2.2.10
8.4.2.2.11
8.4.2.2.12
8.4.2.2.13
8.4.2.2.14
8.4.2.2.15
8.4.2.2.16
8.4.2.2.17
8.4.2.2.18
8.4.2.2.19
8.4.3
8.4.3.1
8.4.3.1.1
8.4.3.1.2
8.4.3.1.3
8.4.3.1.4
8.4.3.1.5
8.4.3.1.6
8.4.3.1.7
8.4.3.1.8
8.4.3.1.9
8.4.3.2
Particulars
Page
No.
Number of Generating Units
552
Electrical & Mechanical Works
552
Turbine
553
Francis Turbine and Associated Equipments
554
Inlet Valves
556
Governing Equipment
556
Pressure Oil System
557
Generator
557
Electrical Control And Protection Equipments
560
Material Handling in the Power House
561
Auxiliary Power Supply
561
Cables and Boxes
561
Station Drainage System
561
Ventilation System
562
Draft Tube Gate
562
Tailrace Channel
562
Switchyard
562
Grounding Systems
563
Transmission and Distribution Works
563
Drawings
564
Cost Estimate (S-Power Plant)
564
Chikkar Dam Power House
565
Power Potential Study
565
Type of Project
565
Hydrology, Sedimentation Studies and Criteria for 565
Fixing up Reservoir Levels
Reservoir Operation
567
Simulation Studies
567
Firm Power
567
Installed Capacity
567
Scope for Seasonal/Secondary Power Generation
569
Size and Type of Generating Units
569
Number of Generating Units
569
Electrical & Mechanical Works
570
cxviii
Para No.
8.4.3.2.1
8.4.3.2.2
8.4.3.2.3
8.4.3.2.4
8.4.3.2.5
8.4.3.2.6
8.4.3.2.7
8.4.3.2.8
8.4.3.2.9
8.4.3.2.10
8.4.3.1.11
8.4.3.2.12
8.4.3.2.13
8.4.3.2.14
8.4.3.2.15
8.4.3.2.16
8.4.3.2.17
8.4.3.2.18
8.4.3.2.19
8.4.4
8.4.4.1
8.4.4.1.1
8.4.4.1.2
8.4.4.1.3
8.4.4.1.4
8.4.4.1.5
8.4.4.1.6
8.4.4.1.7
8.4.4.1.8
8.4.4.1.9
8.4.4.2
8.4.4.2.1
8.4.4.2.2
Particulars
Page
No.
Turbine
570
Francis Turbine and Associated Equipments
571
Inlet Valves
573
Governing Equipment
574
Pressure Oil System
574
Generator
574
Electrical Control And Protection Equipments
577
Material Handling in the Power House
578
Auxiliary Power Supply
578
Cables and Boxes
579
Station Drainage System
579
Ventilation System
579
Draft Tube Gate
579
Tailrace Channel
579
Switchyard
580
Grounding Systems
580
Transmission and Distribution Works
580
Drawings
582
Cost Estimate (S-Power Plant)
582
Dabdar Dam Power House
582
Power Potential Study
582
Type of Project
582
Hydrology, Sedimentation Studies and Criteria for 583
Fixing up Reservoir Levels
Reservoir Operation
584
Simulation Studies
584
Firm Power
585
Installed Capacity
585
Scope For Seasonal/Secondary Power Generation
587
Size and Type of Generating Units
587
Number of Generating Units
587
Electrical & Mechanical Works
587
Turbine
588
Francis Turbine and Associated Equipments
589
cxix
Para No.
8.4.4.2.3
8.4.4.2.4
8.4.4.2.5
8.4.4.2.6
8.4.4.2.7
8.4.4.2.8
8.4.4.2.9
8.4.4.2.10
8.4.4.1.11
8.4.4.2.12
8.4.4.2.13
8.4.4.2.14
8.4.4.2.15
8.4.4.2.16
8.4.4.2.17
8.4.4.2.18
8.4.4.2.19
8.4.4.2.20
8.4.4.2.21
8.4.5
8.4.5.1
8.4.5.1.1
8.4.5.1.2
8.4.5.1.3
8.4.5.1.4
8.4.5.1.5
8.4.5.1.6
8.4.5.1.7
8.4.5.1.8
8.4.5.1.9
8.4.5.2
8.4.5.2.1
8.4.5.2.2
Particulars
Page
No.
Inlet Valves
590
Governing Equipment
591
Pressure Oil System
591
Generator
591
Electrical Control And Protection Equipments
594
D.C. System
595
Fire Protection
596
Material Handling in the Power House
596
Auxiliary Power Supply
596
Cables and Boxes
596
Station Drainage System
596
Ventilation System
597
Draft Tube Gate
597
Tailrace Channel
597
Switchyard
597
Grounding Systems
598
Transmission and Distribution Works
598
Drawings
599
Cost Estimate (S-Power Plant)
599
Kelwan Dam Power House
600
Power Potential Study
600
Type of Project
600
Hydrology, Sedimentation Studies and Criteria for 601
Fixing up Reservoir Levels
Reservoir Operation
602
Simulation Studies
602
Firm Power
602
Installed Capacity
603
Scope For Seasonal/Secondary Power Generation
604
Size and Type of Generating Units
604
Number of Generating Units
605
Electrical & Mechanical Works
605
Turbine
605
Francis Turbine and Associated Equipments
606
cxx
Para No.
8.4.5.2.3
8.4.5.2.4
8.4.5.2.5
8.4.5.2.6
8.4.5.2.7
8.4.5.2.8
8.4.5.2.9
8.4.5.2.10
8.4.5.2.11
8.4.5.2.12
8.4.5.1.13
8.4.5.2.14
8.4.5.2.15
8.4.5.2.16
8.4.5.2.17
8.4.5.2.18
8.4.5.2.19
8.4.5.2.20
8.4.5.2.21
8.4.5.2.22
8.4.5.2.23
8.4.5.2.24
8.4.6
8.4.6.1
8.4.6.1.1
8.4.6.1.2
8.4.6.1.3
8.4.6.1.4
8.4.6.1.5
8.4.6.1.6
8.4.6.1.7
8.4.6.2
8.4.6.2.1
Particulars
Page
No.
Inlet Valves
608
Governing Equipment
609
Pressure Oil System
609
Generator
609
Electrical Control And Protection Equipments
612
D. C. System
613
Fire Protection
613
Material Handling in the Power House
613
Auxiliary Power Supply
614
Cables and Boxes
614
Station Drainage System
614
Ventilation System
614
Draft Tube Gate
614
Tailrace Channel
615
Switchyard
615
Grounding Systems
615
Transmission and Distribution Works
616
Power evacuation
616
Step-up Transformers for the Switchyard
616
Transmission Lines
617
Drawings
617
Cost Estimate (S-Power Plant)
617
Power House on Kelwan Feeder Canal (Canal drop 618
at RD 5.80 km)
Power Potential Study
618
Parameters used in Power Potential Study
618
Net Discharge
619
Firm Power
619
Installed Capacity
620
Scope for Seasonal/Secondary Power Generation
621
Size and Type of Generating Units
621
Number of Generating Units
621
Electrical & Mechanical Works
622
Turbine
622
cxxi
Para No.
Particulars
8.4.6.2.2
8.4.6.2.3
8.4.6.2.4
8.4.6.2.5
8.4.6.2.6
8.4.6.2.7
8.4.6.2.8
8.4.6.2.9
8.4.6.2.10
8.4.6.1.11
8.4.6.2.12
8.4.6.2.13
8.4.6.2.14
8.4.6.2.15
8.4.6.2.16
Kaplan Turbine and Associated Equipments
Inlet Valves
Governing Equipment
Pressure Oil System
Generator
Electrical Control And Protection Equipments
Station Drainage System
Dewatering System
Ventilation System
Draft Tube Gate
Switchyard
Grounding Systems
Transmission and Distribution Works
Drawings
Cost Estimate (S-Power Plant)
Chapter-9
Irrigation Planning and Command Area
Development
General
Existing/Proposed Irrigation Facilities in the
Proposed Project Command Area
Proposed Irrigation Facilities in the Proposed
Project Command Area
Existing Cropping Pattern
Existing Area Under Rain-Fed Cultivation
Soil Surveys
Soil Capability Classification
Land Irrigability Classification
Agro-Climatic Conditions
Rainfall
Temperature, Relative Humidity, Wind Speed and
Cloud Cover
Frost free days
Proposed cropping pattern
Proposed irrigation facilities
En-route command
Command area proposed under Feeder Canals
9.0
9.1
9.1.1
9.2
9.2.1
9.3
9.3.1
9.3.2
9.4
9.4.1
9.4.2
9.4.3
9.5
9.5.1
9.5.1.1
9.5.1.2
cxxii
Page
No.
622
624
625
625
626
629
630
631
631
631
632
632
632
634
634
635
636
637
641
641
643
643
645
645
645
647
647
648
650
650
652
Para No.
9.5.1.3
9.5.2
9.5.2.1
9.5.2.1.1
9.5.2.2
9.5.2.3
9.5.2.4
9.6
9.6.1
9.7
9.7.1
9.7.1.1
9.7.1.2
9.7.1.3
9.7.1.4
9.7.1.5
9.7.1.6
9.7.2
9.7.2.1
9.7.2.2
9.8
9.9
9.10
9.10.1
9.10.2
9.10.3
9.10.4
Particulars
Page
No.
Command Area of Narmada Main Canal (NMC) 652
of SSP to be taken over by the Link Canal
Scope for double and multiple cropping pattern 653
and change in cropping pattern on the basis of
latest available data
Soils
653
Agro-climatic conditions
653
Water and other inputs like Fertilizers, Weedicides 654
and Pesticides
Irrigated crops in the adjoining areas
654
Attitude of farmers towards modern irrigated 654
agricultural practices
Crop water requirement
654
Monthly water requirement for irrigation
658
Water Planning
661
Surface water
661
Total irrigation demand of the link project
661
Domestic and Industrial use in the Periphery of
661
Reservoirs
Environmental Releases
662
Total water demand of the link project
662
Working Tables
663
Designed head discharge of canal systems
664
Ground water
665
Ground water quality
665
Conjunctive Use/ground water support
666
Command Area Drainage
666
Water Course / Field Channels
666
Water Management
667
Review and evaluation of existing system of
operation and distribution in the command and/or
in some adjoining projects, if any
Proposals for Participatory Irrigation Management
including formation of water users Association
Scope of introduction of modern technology like
sprinklers, drip irrigation etc
Existing practice of Department of Agriculture for
popularizing micro irrigation
cxxiii
667
667
668
668
Para No.
9.11
Page
No.
Facilities for training the operation and 669
maintenance personnel at different levels of
management & farmers-adequacy of existing
facilities and proposals for augmentation
Existing extension activity & proposals for its 669
improvement
Command Area
670
9.11.1
Command Area Details
670
9.11.1.1
Location
670
9.11.1.2
Classification of land (forest, grass land,
cultivable land, cultivable waste, barren land)
Size of land holding
Climate of Command Area
Irrigation
Socio-economic Aspects
Infrastructure facilities
671
677
678
679
681
9.11.1.15
9.11.1.16
9.11.1.17
Topography and soils
Ground Water and Drainage
Agriculture
Farmers’ attitude towards improved agricultural
practices
Identification of problems in en-route command
area
Financial problems
Proposed cropping pattern with justification based
on land irrigability classification, agro climatic
conditions developed irrigated cropping pattern in
adjoining project / area etc.
Land development work proposals
Ayacut roads
Benefits
9.11.2
9.11.2.1
Command area proposed under Feeder Canals
Benefits
686
686
9.11.3
Command Area of Narmada Main Canal (NMC)
of SSP to be taken over by the Link Canal –
Additional Irrigation in Saurashtra &Kutch
688
9.10.5
9.10.6
9.11.1.3
9.11.1.4
9.11.1.5
9.11.1.6
9.11.1.7
9.11.1.8
9.11.1.9
9.11.1.10
9.11.1.11
9.11.1.12
9.11.1.13
9.11.1.14
Particulars
cxxiv
672
672
673
674
675
682
683
683
683
684
684
Para No.
9.11.3.1
10.0
10.1
10.2
10.3
10.3.1
10.3.2
10.3.3
10.3.3.1
10.3.3.2
10.4
10.4.1
10.4.2
10.4.2.1
10.4.2.1(a)
10.4.2.1(b)
Particulars
Regions and Benefits
Benefits
Chapter - 10
Construction Program, Man Power and Plant
Planning
General
Objective of the Project
Main Project Components
Basis for Study
General
Construction Material Sources
Basic Considerations
Scheduled Working Hours
Construction Period
Construction Methodology and Equipment
planning
River Diversion Works
Jheri Dam
Concrete Face Rock-Fill Dam (Jheri Dam)
Surface Excavation
Fill Placement
10.4.2.1(c)
List of Major Construction Plant and Equipment
for Jheri CFRD Dam
10.4.2.1(d) Construction Programme
10.4.2.2
Concrete Dam (Jheri Dam)
10.4.2.2(a) Surface Excavations
10.4.2.2(b) Concreting
10.4.2.2(c) List of Major Construction Plant and Equipment
for Concrete Dam
10.4.2.2(d) Construction Programme
10.4.3
Paikhed Dam
10.4.3.1
Concrete Face Rock-Fill Dam (Paikhed Dam)
10.4.3.1(a) Surface Excavation
10.4.3.1 (b) Fill Placement
cxxv
Page
No.
688
690
690
691
694
694
694
696
696
697
698
698
698
698
699
701
707
708
708
709
710
711
711
712
712
713
714
Para No.
Particulars
10.4.3.1(c)
List of Major Construction Plant and Equipment
for CFRD Dam
Construction Programme
Concrete Dam (Paikhed Dam)
Surface Excavations
Concreting
List of Major Construction Plant and Equipment
for Concrete Dam
Construction Programme
Paikhed Dam Power House
Excavation and Concreting
List of Major Construction Plant and Equipment
for Power House
Construction Programme
Chasmandva Dam
Concrete Face Rock-Fill Dam (Chasmandva)
Surface Excavation
Fill Placement
List of Major Construction Plant and Equipment
for CFRD Dam
Construction Programme
Concrete Dam (Chasmandva)
Surface Excavations
Concreting
List of Major Construction Plant and Equipment
for Concrete Dam
Construction Programme
Chasmandva Dam Power House
Excavation and Concreting
List of Major Construction Plant and Equipment
for Power House
Construction Programme
Chikkar Dam
Concrete Face Rock-Fill Dam (Chikkar)
10.4.3.1 (d)
10.4.3.2
10.4.3.2 (a)
10.4.3.2 (b)
10.4.3.2(c )
10.4.3.2(d)
10.4.3.3
10.4.3.3(a)
10.4.3.3(b)
10.4.3.3(c )
10.4.4
10.4.4.1
10.4.4.1 (a)
10.4.4.1 (b)
10.4.4.1(c)
10.4.4.1(d)
10.4.4.2
10.4.4.2 (a)
10.4.4.2 (b)
10.4.4.2(c)
10.4.4.2 (d)
10.4.4.3
10.4.4.3(a)
10.4.4.3(b)
10.4.4.3 (c)
10.4.5
10.4.5.1
cxxvi
Page
No.
719
720
721
721
722
723
723
724
724
725
725
725
725
726
728
733
734
734
735
736
736
737
738
738
739
739
739
739
Para No.
Particulars
10.4.5.1 (a) Surface Excavation
10.4.5.1 (b) Fill Placement
10.4.5.1(c) List of Major Construction Plant and Equipment
for CFRD Dam
10.4.5.1(d) Construction Programme
10.4.5.2
Concrete Dam (Chikkar)
10.4.5.2 (a) Surface Excavations
10.4.5.2 (b) Concreting
10.4.5.2(c ) List of Major Construction Plant and Equipment
for Concrete Dam
10.4.5.2 (d) Construction Programme
10.4.5.3
Chikkar Dam Power House
10.4.5.3(a) Excavation and Concreting
10.4.5.3(b) List of Major Construction Plant and Equipment
for Power House
10.4.5.3(c ) Construction Programme
10.4.6
Dabdar Dam
10.4.6.1
Concrete Face Rock-Fill Dam (Dabdar)
10.4.6.1(a) Surface Excavation
10.4.6.1 (b) Fill Placement
10.4.6.1(c) List of Major Construction Plant and Equipment
for CFRD Dam
10.4.6.1 (d) Construction Programme
10.4.6.2
Concrete Dam (Dabdar)
10.4.6.2 (a) Surface Excavations
10.4.6.2 (b) Concreting
10.4.6.2 (c) List of Major Construction Plant and Equipment
for Concrete Dam
10.4.6.2 (d) Construction Programme
10.4.6.3
Dabdar Dam Power House
10.4.6.3(a) Excavation and Concreting
10.4.6.3(b ) List of Major Construction Plant and Equipment
for Power House
10.4.6.3 (c) Construction Programme
cxxvii
Page
No.
740
742
747
748
748
749
750
751
751
752
752
753
753
753
753
754
756
761
762
762
763
764
764
765
766
766
767
767
Para No.
10.4.7
10.4.7.1
10.4.7.1 (a)
10.4.7.1 (b)
10.4.7.1(c)
10.4.7.1 (d)
10.4.7.2
10.4.7.2 (a)
10.4.7.2(b)
10.4.7.2(c )
10.4.7.2 (d)
10.4.7.3
10.4.7.3(a)
10.4.7.3(b)
10.4.7.3 (c)
10.4.8
10.4.8(a)
10.4.8(a).1
10.4.8(a).2
10.4.8(a).3
10.4.8(b)
10.4.8(b).1
10.4.8(b).2
10.4.8(b).3
10.4.9.1(a)
10.4.9.1(b)
10.4.9.1 (c)
10.4.9.2(a)
Particulars
Kelwan Dam
Concrete Face Rock-Fill Dam (Kelwan Dam)
Surface Excavation
Fill Placement
List of Major Construction Plant and Equipment
for CFRD Dam
Construction Programme
Concrete Dam (Kelwan Dam)
Surface Excavations
Concreting
List of Major Construction Plant and Equipment
for Concrete Dam
Construction Programme
Kelwan Dam Power House
Excavation and Concreting
List of Major Construction Plant and Equipment
for Power House
Construction Programme
Barrages
Paikhed Barrage & Head Regulator
Surface Excavation
Concreting
List of Major Construction Plant and Equipment for
Paikhed Barrage
Chasmandva Barrage & Head Regulator
Surface Excavation
Concreting
List of Major Construction Plant and Equipment for
Chasmandva Barrage
Chasmandva Canal
List of Major Construction Plant and Equipment for
Chasmandva Feeder Canal
Construction Programme
Chikkar - Dabdar feeder canal
cxxviii
Page
No.
767
767
768
770
775
776
776
777
778
779
779
780
780
781
781
781
782
782
783
783
784
784
785
785
786
788
788
788
Para No.
Particulars
Page
No.
10.4.9.2(b) List of Major Construction Plant and Equipment r 790
for Chikkar feeder canal
10.4.9.2 (c) Construction Programme
790
10.4.9.3(a) Dabdar Feeder Canal
791
10.4.9.3(b) List of Major Construction Plant and Equipment r 792
for Dabdar Feeder Canal
10.4.9.3 (c) Construction Programme
793
10.4.9.4(a) Kelwan Feeder Canal
794
10.4.9.4(b) List of Major Construction Plant and Equipmentnt 795
for Kelwan Feeder Canal
10.4.9.4(c) Construction Programme
795
10.4.10
Kelwan Dam Power House at the drop of Feeder
796
Canal from Kelwan Reservoir
10.4.10(a) Excavation and Concreting
796
10.4.10(b) List of Major Construction Plant and Equipment 797
for Power House
10.4.10 (c) Construction Programme
797
10.4.11(a) Par-Tapi Link Canal
797
10.4.11 (b) List of Major Construction Plant and Equipment r 799
for Par-Tapi Link Canal
10.4.11 (c) Construction Programme
800
10.4.12(a) Tapi - Narmada Link Canal
800
10.4.12(b) List of Major Construction Plant and Equipmentnt 802
for Tapi-Narmada Canal
10.4.12(c ) Construction Programme
803
10.4.13(a) Jheri to Paikhed Link Tunnel
803
10.4.13(b) Concrete Lining
806
10.4.13(c) List of Major Construction Plant & Equipment for 807
Construction of Jheri- Paikhed Link Tunnel
10.4.13 (d) Construction Programme
808
10.4.14
Tunnels in Main Canal
808
10.4.14(a) Excavation of Tunnel
809
10.4.14 (b) Concrete Lining
811
10.4.14 (c) List of Major Construction Plant & Equipment for 812
cxxix
Para No.
10.4.14(d)
10.5
10.6
10.6.1
10.7
11.0
11.1
11.1.1
11.1.2
11.1.3
11.2
11.3
11.4
11.4.1
11.4.1.1
11.4.1.2
11.4.1.3
11.4.2
11.4.2.1
11.4.2.2
11.4.3
11.4.3.1
11.4.3.2
11.4.3.3
11.4.3.4
11.4.3.5
11.4.4
11.4.4.1
11.4.4.2
11.4.4.3
11.4.5
Particulars
Construction of tunnel in Main Canal
Construction Program
Construction Program & Deployment Schedule
Manpower Planning
Organisation Setup
Year Wise Allocation of Cost
Chapter - 11
Environment Impact Assessment and
Environment Management Plan
General
The Proposed Project
Project Background
Project Justification
Project Description
Study Area
Legal Status of the Project
Baseline Environmental Data
Air Environment
Ambient Air Quality
Noise Environment
Meteorology
Water Quality
Surface Water Quality Monitoring
Ground Water Quality Monitoring
Land Environment
Land Use
Mineral Deposits
Historic / Archaeological Monuments
Geology
Soils
Terrestrial Ecology
Delineation of Flora in Study Area
Status of Fauna
Status of Fish Fauna
Public Health Facilities
cxxx
Page
No.
813
813
814
814
816
817
817
817
818
819
822
822
824
824
824
827
828
828
828
833
834
834
836
836
837
838
843
843
846
846
847
Para No.
11.4.6
11.5
11.5.1
11.5.1.1
11.5.1.2
11.5.2
11.5.3
11.5.4
11.5.4.1
11.5.4.1.1
11.5.4.2
11.5.4.3
11.5.4.4
11.5.5
11.5.6
11.6
11.6.1
11.6.1.1
11.6.1.2
11.6.2
11.6.3
11.6.3.1
11.6.3.2
11.6.3.3
11.6.4
11.6.4.1
11.6.4.2
11.6.5
11.6.6
11.6.7
11.6.8
11.6.8.1
11.6.8.2
Particulars
Page
No.
Drinking Water Supply
850
Environmental Impact Assessment
850
Impacts on Air Environment
851
Impact on Air Quality
851
Impacts on Noise Environment
852
Impacts on Water Resources and Quality
852
Impacts on Land Environment
857
Impact on Biological Environment
859
Terrestrial Environment
859
Impacts on Forest Cover
859
Impacts on Wildlife
860
Impacts on Aquatic Ecology
861
Impact on Socio-economic Environment
863
Impacts On Micro Climate
864
Greenhouse Gas Emission
864
Environmental Management Plan
866
Pollution Control at Construction Sites
866
Air Population Control
866
Noise Control Measures
869
Water Pollution
870
Land Management Plan
870
Disposal of Muck and Reclamation of Muck 870
Disposal Sites
Restoration Plan for Quarry sites
871
Restoration of Colony and Office Complex
875
Biodiversity Conservation and Management Plan
876
876
Compensatory Afforestation
Biodiversity Management Plan
876
Green Belt Development Plan
883
Environmental Management in Labour Camps
884
Public Health
885
Catchment Area Treatment Plan
886
Approach for the study
886
Estimate of Soil loss using Silt Yield Index 887
cxxxi
Para No.
11.6.8.3
11.6.8.4
11.6.9
11.6.10
11.6.10.1
11.6.10.2
11.6.10.3
11.6.11
11.6.12
12.0
12.1
12.1.1
12.1.1.1
12.1.1.2
12.1.1.3
12.1.2
12.1.3
12.1.3.1
12.1.3.2
12.1.4
12.1.5
12.1.5.1
12.1.5.2
12.1.5.3
12.1.5.4
12.1.5.5
12.1.5.6
12.1.6
12.2
Particulars
Method
Catchment Area Treatment measures
Silt Transfer
Disaster Management Plan
Energy Conservation Measures
Energy Conservation during Construction Phase
Energy Conservation during Operation Phase
Budget
Environmental Monitoring Programme
Cost of Environmental Management Plan
Chapter - 12
Socio-Economic Studies and
Resettlement and Rehabilitation Plan
Introduction
Socio-Economic Profile and Survey
Regional Profile from the Available Secondary
Data
Demography
Agriculture
Literacy
Salient Features of the Link
Sample Design and Methodology
Selection of Villages
Selection of Households
Questionnaire
Profile of the Study Area
Jheri Reservoir
Paikhed Reservoir
Chasmandva Reservoir
Chikkar Reservoir
Dabdar Reservoir
Kelwan Reservoir
Perception about the Project
Impact of Par-Tapi-Narmada Link
cxxxii
Page
No.
888
893
894
895
896
896
897
897
899
901
902
903
904
905
905
906
907
908
908
908
908
912
917
924
930
937
943
952
953
Para No.
Particulars
12.2.1
12.2.2
12.2.3
12.2.3.1
12.3
12.3.1
Short-Term Impact of Link Project
Long-Term Impact of Link Project
Social Impact Assessment
Impacts Due to Land Acquisition
Rehabilitation and Resettlement
Assessment of
Economic Loss Due
Displacement
Land under Submergence
Project Affected Community
People’s Perception towards Rehabilitation
Package
Rehabilitation and Resettlement Package
Measures for Resettlement
Measures for Rehabilitation
Local Area Development Plan
Monitoring and Evaluation
Cost of Rehabilitation & Resettlement Plan
Chapter – 13
Cost Estimate, Benefit Cost Ratio and Financial
Aspects
General
Classification of Units
Unit – I : Head Works
Direct Charges
Indirect Charges
Unit – II : Canal System
Direct Charges
Indirect Charges
Unit – III : Hydroelectric Installation
Direct Charges
Indirect Charges
Unit–IV: Navigation
Unit–V: Water Supply Works
Unit–VI: Command Area Development
12.3.1.1
12.3.1.2
12.3.2
12.3.3
12.3.3.1
12.3.3.2
12.3.4
12.3.5
12.3.6
13.0
13.1
13.1.1
13.1.1.1
13.1.1.2
13.1.2
13.1.2.1
13.1.2.2
13.1.3
13.1.3.1
13.1.3.2
13.1.4
13.1.5
13.1.6
cxxxiii
Page
No.
953
954
954
954
955
to 956
956
957
958
958
958
966
970
970
972
974
976
978
979
983
984
984
989
990
990
992
992
992
993
Para No.
13.2
13.2.1
13.2.2
13.2.2.1
13.2.2.2
13.2.2.3
13.2.2.4
13.2.2.5
13.2.2.6
13.2.3
13.2.4
13.2.5
13.2.6
13.2.7
13.2.8
13.2.9
13.2.10
13.3
13.3.1
13.3.2
13.3.3
13.3.4
Particulars
Page
No.
Revenues
993
Yearly Programme of Development w.r.t. Date of 993
Starting of Construction of the Project
Sources of Revenue
993
Water Rates – Irrigation Cess
994
Auction of Ferry Service, Inundated Land Lease, 994
Auction for Fruit Bearing Trees along Canals,
Lease of Land for Shops in Colony Area,
Navigational Permits
Revenue from Hydro-Power
995
Revenue from Water Supply
995
Navigation
995
Other Sources (Pisciculture, Tourism etc.)
995
Concession in Water Rates (Irrigation), Cargo and 995
Passenger Rates, etc.
Administrative Charges for Supply of Water and 996
Collection of Revenues etc.
If the Area to be Irrigated is Prone to Scarcity, the 996
Expenditure Normally Incurred to Redress the
Scarcity
Year in Which the Revenue Would Start Accruing 996
from Various Sources Counting from the First
Year of Construction
Total Income from Various Sources
996
Details of Staff Proposed for Collection of 997
Revenues and its Basis
Net
Revenue
Expected
from
Different 997
Components of Project
Productivity of Project in Terms of Percentage 997
Financial Returns
Benefit– Cost Ratio and Internal Rate of Return
998
Estimate of Annual Cost
998
Benefit Cost Ratio
998
Internal Rate of Return (IRR)
998
Benefit-Cost Ratio for flood control component of 999
cxxxiv
Para No.
13.3.5
14.1
14.2
14.2.1
14.2.2
14.2.3
14.3
14.4
14.5
14.5.1
14.5.2
14.6
14.6.1
14.6.2
14.7
Particulars
projects
Benefits Other than those Considered in the
Benefit-Cost Ratio and Internal Rate of Return
Chapter - 14
Other Aspects of the Project
Foreign Exchange Element
Revenue
Revenue from Irrigation
Revenue from Power
Fisheries
Financial Resources
Future Utilisation of
Facilities Created
(Buildings)
Legal Aspects of Par-Tapi-Narmada Link
Effect of Par-Tapi-Narmada Link on the Territory
of Other States
Existing Interstate Agreement on Sharing of Water
Sharing of Water and Hydro Power
Water Sharing
Power Sharing
Feasibility of Utilisation of Water by Maharashtra
State Across Western Divide by Lift
List of Abbreviations
cxxxv
Page
No.
999
1000
1000
1000
1000
1001
1001
1002
1002
1002
1003
1003
1004
1005
1005
1007
Volume – II
Annexures of Main Report
Annexure
Particulars
No.
1.1
Letter of Concurrence Received from Govt. of
Maharashtra in respect of Par-Tapi-Narmada link
1.2
Letter of Concurrence Received from Govt. of
Gujarat in respect of Par-Tapi-Narmada link
1.3
A Copy of Memorandum of Understanding (MoU)
Signed By Hon’ble Chief Ministers of Gujarat and
Maharashtra and Hon’ble Union Minister for Water
Resources for Preparation of DPR of Damanganga
- Pinjal & Par-Tapi-Narmada Links
1.4
A Copy of Letter No. NWDA/IC/V/T-85/
2010/1383-86 dated 20.04.2010 Gist of discussion
held by Director General, NWDA with Principle
Secretary, Water Resources Department, Govt. of
Gujarat, Gandhinagar Terminating the Par-TapiNarmada Link Canal at Existing Miyagam Branch
Canal of Narmada Canal System
1.5
A Copy of Letter from Water Resources
Department, Govt. of Gujarat, Gandhinagar
Requesting to Carry out Survey and Investigations
as Envisaged in Original Proposal of NWDA
1.6
A Copy of Letter from Principal Chief Conservator
of Forest, Gandhinagar According Permission For
Carrying Out Survey & Investigations Work in the
Forest Area in Gujarat State
1.7
A Copy of Letter from Deputy Conservator of
Forest (West), Nasik According Permission for
Carrying Out Survey & Investigations Work in the
Forest Area in Nasik District of Maharashtra
1.8
Constitution of the Committee for Empanelment of
Consultant for Socio-Economic and Environmental
Impact Assessment Studies- Office Order Dated
14/11/2008 Issued by NWDA Head Office
cxxxvi
Page
No.
1
2
3
6
8
9
11
15
Annexure
Particulars
No.
1.9
Modification in the Scope of the Committee for
Empanelment of Consultants for EIA StudiesOffice Order Dated 14/05/2009 Issued by NWDA
Head Office
1.10
A Copy of MoEF letter No. J-12011/55/2008-IA.I
Dated 8th June 2009 Regarding ToRs for EIA
Studies
1.11
A Copy of Letter Constituting the Committee to
Monitor and Review the Progress of Work of EIA
Studies - Office Order Dated 09/06/2010 Issued by
NWDA Head Office
1.12
A Copy of Letter Reconstituting the Committee to
Monitor and Review the Progress of EIA Studies of
Damanganga - Pinjal and Par – Tapi - Narmada
Link Projects under the Chairmanship of Chief
Engineer (EMO), CWC, New Delhi
1.13
A Copy of MoWR’s Office Order Constituting
Monitoring Committee to Monitor and Supervise
the Overall Work of Preparation of DPR of
Damanganga - Pinjal & Par – Tapi - Narmada Link
Projects
1.14
A Copy of MoWR‘s Letter Constituting Steering
Committee to Review the Progress of Works of
DPR of Damanganga - Pinjal and Par – Tapi Narmada Link Projects
4.1.1
Details of RCC Permanent Bench Marks
Established in the Project Area of Par-TapiNarmada Link Project
4.1.2
Details of Temporary Bench Marks Established in
the Project Area of Par-Tapi-Narmada Link Project
4 (A)
A Copy of Letter No. NWDA/Tech-I/200/4414/mmeting/09/Vol.I/126-32 dated 26th June, 2012
from the Head office of NWDA – Minutes of the
meeting held with CWC Regarding Dropping of
Mohankavchali dam and Connecting Jheri Reservoir
cxxxvii
Page
No.
17
19
34
36
38
44
45
48
54 (A)
Annexure
No.
4.2.1
4.2.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.10.1
4.10.2
4.11
4.12.1
4.12.2
Particulars
with Paikhed Reservoir by Tunnel
A Copy of Letter No.36/10/MIS/08-09/4078 dated
19th Jun, 2009 from the Superintending
Archaeologist, ASI, Vadodara – Regarding
Archaeological Survey in the Gujarat Portion of
Par-Tapi-Narmada Link Project
A Copy of Letter No.F No.12/2009-10/Tech-3036
dated 17th Feb, 2011 from the Superintending
Archaeologist, ASI, Aurangabad – Regarding
Archaeological Survey in the Maharashtra Portion
of Par-Tapi-Narmada Link Project
A Copy of Letter 171/G-1/EG/WR/GSI/08-09
dated 9th April, 2009 from Engineering Geological
Division of Geological Survey of India, Jaipur Regarding Mineral Survey
A Copy of Letter No. 2/2/2012 (vol-I)/FE&SA/16
dated 4th January, 2013 from FE&SA Directorate of
CWC – Regarding Site Specific Design Earthquake
Parameters for Par-Tapi-Narmada Link ProjectApproved by NCSDP
Litho Logs of Bore Holes on Jheri Dam
Litho Logs of Bore Holes on Paikhed Dam
Litho Logs of Bore Holes on Chasmandva Dam
Litho Logs of Bore Holes on Chikkar Dam
Litho Logs of Bore Holes on Dabdar Dam
Test Results of Soil Sample Collected from Trial
Pits on Jheri Dam Axis Area
Test Results of Soil Sample Collected from Trial
Pits Upstream of Jheri Dam Axis Area
Test Results of Soil Sample Collected from Trial
Pits Upstream of Paikhed Dam Axis Area
Test Results of Soil Sample Collected from Trial
Pits on Chasmandva Dam Axis Area
Test Results of Soil Sample Collected from Trial
Pits Upstream of Chasmandva Dam Axis Area
cxxxviii
Page
No.
55
56
63
64
67
71
102
130
138
146
147
149
151
152
Annexure
Particulars
No.
4.13.1
Test Results of Soil Sample Collected from Trial
Pits on Chikkar Dam Axis Area
4.13.2
Test Results of Soil Sample Collected from Trial
Pits Upstream of Chikkar Dam Axis Area
4.14.1
Test Results of Soil Sample Collected from Trial
Pits on Dabdar Dam Axis Area
4.14.2
Test Results of Soil Sample Collected from Trial
Pits Upstream of Dabdar Dam Axis Area
4.15.1
Test Results of Soil Samples from Trial pits on
Kelwan Dam Axis Area
4.15.2
Test Results of Soil Samples from Trial pits on
Upstream of Kelwan Dam Axis Area
5.1
Gross Yield Series upto Railway Bridge Site
5.2
Gross Yield Series at Jheri Dam Site on Par River
5.3
Gross Yield Series at Paikhed Dam Site on Par
River
5.4
Gross Yield Series for whole Auranga Basin.
5.5
Gross Yield Series at Chasmandva Dam Site on Tan
River (Tributary of Auranga River)
5.6
Gross Yield Series for whole Ambica Basin.
5.7
Gross Yield Series at Chikkar Dam Site on Ambica
River
5.8
Gross Yield Series at Dabdar Dam Site on Khapri
River (Tributary of Ambica River)
5.9
Gross Yield Series for whole Purna Basin.
5.10
Gross Yield Series at Kelwan Dam Site on Purna
River
5.11
Net Yield Series at Jheri Dam Site on Par River
5.12
Net Yield Series at Paikhed Dam Site on Par River
5.13
Net Yield Series at Chasmandva Dam Site on Tan
River (Tributary of Auranga River)
5.14
Net Yield Series at Chikkar Dam Site on Ambica
River
5.15
Net Yield Series at Dabdar Dam Site on Khapri
River (Tributary of Ambica River)
cxxxix
Page
No.
155
156
158
159
165
166
168
169
170
172
173
174
175
176
177
178
179
180
182
183
184
Annexure
Particulars
No.
5.16
Net Yield Series at Kelwan Dam Site on Purna
River
5.17
Minutes of 1st Meeting Held on 23rd September,
2011 between the States of Gujarat and Maharashtra
at the Level of Chief Engineers on Sharing of
Damanganga Water
5.18
Minutes of 2nd Meeting Held on 14th June, 2013
between the States of Gujarat and Maharashtra at
the Level of Chief Engineers on Sharing of
Damanganga Water
5.19
Minutes of 3rd Meeting Held on 17th June, 2014
between the States of Gujarat and Maharashtra at
the Level of Chief Engineers on Sharing of
Damanganga Water
6.1
Salient Features of Spillway Radial Gate at Jheri
Dam
6.2
Salient Features of Spillway Stop log at Jheri Dam
6.3
Tentative Weight Estimate of Hydro mechanical
Equipment of Jheri Dam
6.4
Salient Features of Spillway Radial Gate at Paikhed
Dam
6.5
Salient Features of Spillway Stoplogs at Paikhed
Dam
6.6
Tentative Weight Estimate of Hydro mechanical
Equipment of Paikhed Dam and Paikhed Power
House
6.7
Salient Features of Spillway Radial Gate at
Chasmandva Dam
6.8
Salient Features of Spillway Stoplogs at
Chasmandva Dam
6.9
Tentative Weight Estimate of Hydro mechanical
Equipment of Chasmandva Dam
6.10
Salient Features of Spillway Radial Gate at Chikkar
Dam
6.11
Salient Features of Spillway Stoplogs at Chikkar
Dam
6.12
Tentative Weight Estimate of Hydro mechanical
Equipment of Chikkar Dam
cxl
Page
No.
185
186
193
203
211
212
213
214
215
216
218
219
220
222
223
224
Annexure
Particulars
No.
6.13
Salient Features of Spillway Radial Gate at Dabdar
Dam
6.14
Salient Features of Spillway Stoplogs at Dabdar
Dam
6.15
Tentative Weight Estimate of Hydro mechanical
Equipment of Dabdar Dam and Dabdar power
House
6.16
Salient Features of Spillway Radial Gate at Kelwan
Dam
6.17
Salient Features of Spillway Stoplogs at Kelwan
Dam
6.18
Tentative Weight Estimate of Hydro mechanical
Equipment of Kelwan Dam , Kelwan Dam toe PH
and Kelwan Feeder canal PH
6.19
Salient Features of Spillway Radial Gate at Paikhed
Barrage
6.20
Salient Features of Spillway Radial Gate at
Chasmandva Barrage
6.21
Salient Features of Spillway Stoplogs at Paikhed
Barrage
6.22
Salient Features of Spillway Stoplogs at
Chasmandva Barrage
6.23(a)
Tentative Weight Estimate of Hydromechanical
Equipment for Paikhed Barrage
6.23(b)
Tentative Weight Estimate of Hydromechanical
Equipment for Chasmandva Barrage
6.24
Tentative Weight Estimate of Hydro mechanical
Equipment for Canal Head Regulator & Cross
Regulator at D/S of Ukai Dam
6.25
Salient Features of Spillway Radial Gate at Paikhed
Head Regulator
6.26
Salient Features of Stop Logs for Paikhed
Head Regulator Service Gate
6.27
Salient Features of Spillway Radial Gate at
Chasmandva Head Regulator
6.28
Salient Features of Stop Logs for Chasmandva
Head Regulator Service Gate
6.29
Salient Features of Intake Service Gate at Jheri Dam
cxli
Page
No.
226
227
228
229
230
231
233
234
235
236
237
239
241
242
243
244
245
246
Annexure
Particulars
No.
6.30
Salient Features of Emergency Service Gate at
Jheri Dam
6.31
Salient Features of Intake Service Gate at Paikhed
Dam
6.32
Salient Features of Emergency Service Gate at
Paikhed Dam
6.33
Tentative Weight Estimate of Hydromechanical
Equipment for Jheri- Paikhed Link Tunnel
6.34
Hydraulic Particulars of Canal
6.35
Hydraulic Particulars of Feeder Canals
6.36
Salient Features of Power Intake Service Gate at
Paikhed Dam Power House
6.37
Salient Features of Power Intake Emergency Gate
at Paikhed Dam Power House
6.38
Salient Features of Draft Tube Gate at
Paikhed Dam Power House
6.39
Salient Features of Power Intake Service Gate at
Chasmandva Dam Power House
6.40
Salient Features of Power Intake Service
Emergency Gate at Chasmandva Dam Power House
6.41
Salient Features of Draft Tube Gate at Chasmandva
Dam Power House
6.42
Salient Features of Power Intake Service Gate at
Chikkar Dam Power House
6.43
Salient Features of Power Intake Emergency
Gate at Chikkar Dam Power House
6.44
Salient Features of Draft Tube Gate at
Chikkar Dam Power House
6.45
Salient Features of Power Intake Service Gate at
Dabdar Dam Power House
6.46
Salient Features of Power Intake Emergency
Gate at Dabdar Dam Power House
6.47
Salient Features of Draft Tube Gate at Dabdar Dam
Power House
6.48
Salient Features of Power Intake Service Gate at
Kelwan Dam Power House
6.49
Salient Features of Power Intake Emergency Gate at
Kelwan Dam Power House
6.50
Salient Features of Draft Tube Gate at
cxlii
Page
No.
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
Annexure
No.
Particulars
Kelwan Dam Power House
6.51
Salient Features of Power Intake Service Gate at
Kelwan Feeder Canal Power House
6.52
Salient Features of Power Intake Emergency Gate at
Kelwan Feeder Canal Power House
6.53
Salient Features of Draft Tube Gate at Kelwan
Feeder Canal Power House
9.1 to 9.23 Annexures of Irrigation Planning of Par-TapiNarmada link project prepared by Irrigation
Planning (South) Directorate, CWC, New Delhi
9.24
A copy of letter No. F.No./Tech/Gh-4/Par-TapiNarmada link Pro./1806/2015 dated 21.04.2015
from State Agricultural Department Regarding
Approval for the suggested Cropping pattern in the
En-Route Command of Par-Tapi-Narmada Link
Project.
9.25
The District wise total Utilisable/Extractable
Ground Water Availability and Net Draft in the
Command Area in Pre & Post Project Scenario.
10.1
Detailed Construction Schedule of Par-TapiNarmada Link Project
10.2
Deployment Schedule of Major Construction
Equipments Required for the Project
10.3.1 to
Proposed Organisational Chart for Execution of
10.3.7
the Project
10.4
Abstract of Requirement of Staff
10.5
Requirement of Staff (Other than Field Staff)
10.6
Requirement of fund for the scheme and its Yearly
Phasing
12.1
Household Interview Survey
12.2
Village Survey Schedule
13.1
Abstract of Cost of Unit-I Head Works
13.2
Abstract of Cost of Unit-II Canal System
13.3
Abstract of Cost of Unit-III Power House
13.4
Abstract of Cost of Unit-VI Command Area
Development Works
13.5
Calculation of Benefit - Cost ratio ( Project as a
Whole)
cxliii
Page
No.
268
269
270
271
(1-106)
272
274
276
279
281
288
289
299
304
311
322
323
324
325
326
Annexure
Particulars
No.
13.6
Internal Rate of Return (IRR)
14.1
Executive Summary of Alternative proposal to
utilise Maharashtra portion of water contributing to
Par-Tapi-Narmada link by lift across Western
Ghats.
14.2
Salient Features of Alternative proposal to utilise
Maharashtra portion of water contributing to ParTapi-Narmada link by lift across Western Ghats.
14.3
Index Map of Alternative proposal to utilise
Maharashtra portion of water contributing to ParTapi-Narmada link by lift across Western Ghats.
14.4
A Copy of the Letter No. NWDA/CE(S)/IS
Links/DG(Ek) –GV/2010-DB/284-88 Dated 18th
April, 2011 Addressed to the Secretary, Water
Resources
Department,
Government
of
Maharashtra – Circulation of PFR of Nar Par-Girna
Link Project, an
Intrastate Link Project of
Maharashtra
cxliv
Page
No.
327
330
332
334
335
Volume – III
Appendices - Surveys and Investigations
Appendix
Title
No.
4.1
RRSC, Jodhpur Report No. RRSCN/TR/2011/1- Regarding
Demarcation of Command Area en-route Par-Tapi-Narmada
link.
4.2
Report on Preliminary Geotechnical Investigation for Par-TapiNarmada Link Project of National Water Development Agency
in the Dangs & Valsad Districts of Gujarat and Nasik District
Maharashtra (Field Season 1993 - 94).
4.3
Report on Estimation of Site Specific Design Ground Motion
(Seismic) Study of Par-Tapi-Narmada Link Project (CWPRS
Report No. 4848).
4.4
Interim Report on Geophysical Surveys for Par-Tapi-Narmada
Link Project of National Water Development Agency in Dang
and Valsad Districts of Gujarat and Nasik District of
Maharashtra (Field Season 1993-94).
4.5
The Report of GSI on geotechnical investigations at Paikhed and
Chasmandava dam sites carried out at DPR stage(Field Season
2009-10).
4.6
The report on laboratory investigations of Rock core samples
from Paikhed Dam Area Submitted by CSMRS, New Delhi
(CSMRS Report No. 2/RM-I/CSMRS/E/4/2011of April, 2011).
4.7
The report on laboratory investigations of Rock core samples
from Chasmandva Dam Area Submitted by CSMRS, New Delhi
(CSMRS Report No. 1/RM-I/CSMRS/E/4/2011of April, 2011.
4.8
Report on Sub-Surface Exploration at the Chikkar Dam Site
of Par-Tapi- Narmada Link Project, of National Water
Development Agency, in District The Dangs, Gujarat (Field
Season 1994-95).
4.9
The report of CSMRS bearing No. C-I/CSMRS/E/04/2014Regarding Construction Material Survey and Investigations of
Coarse and Fine Aggregate Samples for Par-Tapi-Narmada Link
Project.
Morphological Studies of Par-Tapi-Narmada Link Project using Remote
4.10
Sensing and GIS Technology (RRSC Report No. RRSCN/TR/2013/01).
cxlv
Volume – IV
Appendices – Hydrology and Water Assessment
Appendix
Title
No.
5.1
Water Availability Study Report of Par-Tapi-Narmada Link
Project (CWC Report - March 2012)
5.2
Sedimentation Study Report of Par-Tapi-Narmada Link
Project (CWC Report – July 2013)
5.3
Design Flood and Diversion Flood Studies at Dams of ParTapi-Narmada link project (CWC Report – October 2012)
5.4
Design Flood and Diversion Flood Studies at Weirs of ParTapi-Narmada link project (CWC Report - January 2014)
5.5
Simulation Studies of Reservoirs Involved in Par-Tapi-Narmada
Link Project (Prepared by NWDA)
cxlvi
Volume – V
Appendices –Power
Appendix
Particulars
No.
8.1
Report on Power Potential Study of Paikhed Dam Power House
of Par-Tapi-Narmada Link Project (THDCIL Report – Jan 2015)
8.2
Report on Power Potential Study of Chasmandva Dam Power
House of Par-Tapi-Narmada Link Project (THDCIL Report –
Jan 2015)
8.3
Report on Power Potential Study of Chikkar Dam Power House
of Par-Tapi-Narmada Link Project (THDCIL Report – Jan 2015)
8.4
Report on Power Potential Study of Dabdar Dam Power House
of Par-Tapi-Narmada Link Project (THDCIL Report – Jan 2015)
8.5
Report on Power Potential Study of Kelwan Dam Power House
of Par-Tapi-Narmada Link Project (THDCIL Report – Jan 2015)
8.6
Report on Power Potential Study of Kelwan Feeder Canal
Power House of Par-Tapi-Narmada Link Project (THDCIL
Report – Jan 2015)
8.7
Report on Electrical and Mechanical (E&M) Study of Paikhed
Dam of Par-Tapi-Narmada Link Project (THDCIL Report –
Feb 2015)
8.8
Report on Electrical and Mechanical (E&M) Study of
Chasmandva Dam of Par-Tapi-Narmada Link Project
(THDCIL Report – Feb 2015)
8.9
Report on Electrical and Mechanical (E&M) Study of Chikkar
Dam of Par-Tapi-Narmada Link Project (THDCIL Report –
Feb 2015)
8.10
Report on Electrical and Mechanical (E&M) Study of Dabdar
Dam of Par-Tapi-Narmada Link Project (THDCIL Report –
Feb 2015)
8.11
Report on Electrical and Mechanical (E&M) Study of Kelwan
Dam of Par-Tapi-Narmada Link Project (THDCIL Report –
Feb 2015)
8.12
Report on Electrical and Mechanical (E&M) Study of Kelwan
Feeder Canal of Par-Tapi-Narmada Link Project (THDCIL
Report – Feb 2015)
cxlvii
Volume – VI (A)
Appendices - Cost Estimate
Annexure
No.
13.0
13.1
13.1.1
13.1.2
13.1.3
13.1.3.1(a)
13.1.3.1(b)
13.1.3.1(c )
13.1.3.1(d )
13.1.3.2(a)
13.1.3.2 (b)
13.1.3.2(c )
13.1.3.2(d )
13.1.3.2(e )
13.1.3.2(f )
13.1.3.2(g )
13.1.3.3(a)
13.1.3.3 (b)
13.1.3.3(c )
13.1.3.3(d )
13.1.3.3(e )
13.1.3.3(f )
13.1.3.3(g )
13.1.3.4(a)
13.1.3.4(b)
13.1.3.4(c )
13.1.3.4(d )
13.1.3.5(a)
13.1.3.5(b)
13.1.3.5(c )
13.1.3.5(d )
13.1.3.6(a)
13.1.3.6(b)
13.1.3.6(c )
13.1.3.6(d )
13.1.4
Title
Page No.
General Abstract of Cost
General Abstract of Unit-I Head Works
A - Preliminary
B - Land
C - Works
Jheri Concrete faced Rock fill dam
Jheri Non over flow Section
Jheri Over flow Section
Jheri dam gates
Paikhed Concrete faced Rock fill dam
Paikhed Non over flow Section
Paikhed Over flow Section
Paikhed dam gates
Paikhed Barrage
Paikhed Head Regulator
Paikhed Barrage and Head Regulator gate
Chasmandva Concrete faced Rock fill dam
Chasmandva Non over flow Section
Chasmandva Over flow Section
Chasmandva dam gates
Chasmandva Barrage
Chasmandva Head Regulator
Chasmandva Barrage and Head Regulator gate
Chikkar Concrete faced Rock fill dam
Chikkar Non over flow Section
Chikkar Over flow Section
Chikkar dam gates
Dabdar Concrete faced Rock fill dam
Dabdar Non over flow Section
Dabdar Over flow Section
Dabdar dam gates
Kelwan Concrete faced Rock fill dam
Kelwan Non over flow Section
Kelwan Over flow Section
Kelwan dam gates
K - Buildings
1
2
3
4
7
9
19
26
34
35
45
53
61
62
66
69
70
80
86
93
95
99
102
103
114
121
129
130
140
148
156
157
169
177
185
186
cxlviii
Annexure
No.
13.1.5
13.1.6
13.1.7
13.1.8
13.1.9
13.2
13.2.1
13.2.2
13.2.2.1 ( a)
13.2.2.1 ( b)
13.2.3
13.2.4
13.2.5
13.2.5.1
13.2.5.2
13.2.5.3
13.2.5.4
13.2.5.5
13.2.6
13.2.7
13.2.8
13.2.9
13.2.9 ( a)
13.2.9 ( b)
13.2.10
13.2.11
13.2.12
13.2.13
13.2.14
13.2.15
13.2.16
13.3
13.3.1
13.3.1(a)
13.3.1(b)
13.3.1(c)
13.3.1(d)
13.3.1(e)
Title
Page No.
M - Plantation
O - Miscellaneous
P - Maintenance
R - Communications
X - Environment & Ecology
General Abstract of Cost Unit-II: Canal System
B-Land
C - Works Abstract of cost of Tunnels
Cost of Tunnels
Cost of Tunnel gates
D-Regulators
E-Falls
F-Cross drainage structures
Aqueduct
Syphon aqueduct
Super passages
Canal syphon
Culverts
G – Bridges
H – Escapes
K – Buildings
L-Earthwork & Lining
Par-Tapi Reach including Feeder canals
Tapi-Narmada Reach
M-Plantation
O-Miscellaneous
P-Maintenance
R-Communications
U-Distributaries/Minors
V-Field channels & Water courses
W-Drainage
X-Environment & Ecology
General Abstract of cost of Unit-III: Power
J – Abstract of Power Plant Civil works
Paikhed dam toe power house
Paikhed dam toe power house gate
Chasmandva dam toe power house
Chasmandva dam toe power house gate
Chikkar dam toe power house
192
193
196
197
198
206
207
208
209
220
221
225
226
227
230
232
235
237
238
243
244
249
250
254
258
259
261
262
263
cxlix
264
265
267
268
269
280
281
289
290
Annexure
No.
13.3.1(f)
13.3.1(g)
13.3.1(h)
13.3.1(i)
13.3.1(j)
13.3.1(k)
13.3.2
13.3.3
13.3.3(a)
13.3.3(b)
13.3.3(c)
13.3.3(d)
13.3.3(e)
13.3.3(f)
13.4
13.5
13.6
13.7.1 ( a)
13.7.1 ( b)
13.7.1 ( c)
13.7.2 ( a)
13.7.2 ( b)
13.7.2 ( c)
13.7.2 ( d)
13.7.3 ( a)
13.7.3 ( b)
13.7.3 ( c)
13.7.3 ( d)
13.7.4 ( a)
13.7.4 ( b)
13.7.4 ( c)
13.7.5 ( a)
13.7.5 ( b)
13.7.5 ( c)
13.7.6 ( a)
13.7.6 ( b)
13.7.6( c)
Title
Page No.
Chikkar dam toe power house gate
Dabdar dam toe power house
Dabdar dam toe power house gate
Kelwan dam toe power house
Kelwan dam toe power house gate & Feeder
canal gate
Kelwan Feeder canal Power house
P – Maintenance
S – Abstract of Electro-mechanical works
Paikhed dam toe power house
Chasmandva dam toe power house
Chikkar dam toe power house
Dabdar dam toe power house
Kelwan dam toe power house
Kelwan Feeder canal Power house
General Abstract of cost of Unit-IV: Command
area development
Calculation of B.C.Ratio
Calculation of I.R.R
Quantity estimate of Jheri dam ( CFRD)
Quantity estimate of Jheri dam ( NOF)
Quantity estimate of Jheri dam ( OF)
Quantity estimate of Paikhed dam ( CFRD)
Quantity estimate of Paikhed dam ( NOF)
Quantity estimate of Paikhed dam ( OF)
Quantity estimate of Paikhed Barrage
Quantity estimate of Chasmandva dam ( CFRD)
Quantity estimate of Chasmandva dam ( NOF)
Quantity estimate of Chasmandva dam ( OF)
Quantity estimate of Chasmandva Barrage
Quantity estimate of Chikkar dam ( CFRD)
Quantity estimate of Chikkar dam ( NOF)
Quantity estimate of Chikkar dam ( OF)
Quantity estimate of Dabdar dam ( CFRD)
Quantity estimate of Dabdar dam ( NOF)
Quantity estimate of Dabdar dam ( OF)
Quantity estimate of Kelwan dam ( CFRD)
Quantity estimate of Kelwan dam ( NOF)
Quantity estimate of Kelwan dam ( OF)
297
298
306
307
315
cl
316
323
324
325
327
330
333
336
339
342
343
344
345
359
365
372
387
394
402
407
424
431
438
443
458
465
473
486
493
501
515
523
Annexure
No.
13.8.1 (a)
13.8.1 (b)
13.8.1 (c)
13.8.1 (d)
13.9.1 (a)
13.9.1 (b)
13.9.1 (c)
13.9.1 (d)
13.9.1 (e)
13.9.1 (f)
Title
Page No.
Quantity estimate of Jheri-Paikhed tunnel
Quantity estimate of Par-Tapi reach and Feeder
Canal
Quantity estimate of Tapi-Narmada reach
Canal
Abstract of quantity of Canal lining
Quantity estimate of Paikhed dam toe Power
house
Quantity estimate of Chasmandvar dam toe
Power house
Quantity estimate of Chikkar dam toe Power
house
Quantity estimate of Dabdar dam toe Power
house
Quantity estimate of Kelwan dam toe Power
house
Quantity estimate of Kelwan feeder canal Power
house
530
535
634
726
727
738
747
755
764
772
Volume – VI (B)
Appendices - Cost Estimate
Annexure
No.
13.10
13.10.1
13.10.2
13.10.3
13.10.4
13.10.5
Title
Page No.
Cost of Material, Hire Charges and Labour
Charges for Rate Analysis
Rate Analysis for Dam
Rate Analysis for Tunnel
Rate Analysis for Power House
Quantities and Cost of U –Distributaries and VWater courses
Benefits from pre and post project scenario
1
cli
7
247
364
463
475
Volume – VII
Drawings - Surveys and Investigations
Plate
Title
No.
1.1
Index map of PTN link project
4.1
Longitudinal Section of Par River:
17.70 km u/s and 10.60 km d/s of
Proposed Jheri Dam Site
4.2
Longitudinal Section of Nar River:
18.45 km u/s and 5.55 km d/s of
Proposed Paikhed Dam Site
4.3
Longitudinal Section of Nar River:
1.60 km u/s and 6.82 km d/s of
Proposed Paikhed Weir Site
4.4
Longitudinal Section of Tan River:
1.14 km u/s and 14.74 km d/s of
Proposed Chasmandva Dam Site
4.5
Longitudinal Section of Ambica
River: 6.86 km u/s and 6.28 km d/s of
Proposed Chikkar Dam Site
4.6
Longitudinal Section of Ambica
River: 80 km towards Sea from
Confluence with Khapri River Near
Kalaamba Village
4.7
Longitudinal Section of Khapri
River: 7.95 km u/s and 10.53 km d/s
of Proposed Dabdar Dam Site
4.8
Longitudinal Section of Purna River:
14.25 km u/s and 5.19 km d/s of
Proposed Kelwan Dam Site
4.9
Longitudinal Section of Purna River:
85.80 km towards Sea from Waghi to
Vyara Road Bridge
4.10 Cross Section of Par River at
Proposed Jheri Dam Site
4.11 Cross Section of Nar River (Tributary
of Par River) at Proposed Paikhed
Dam Site
4.12 Cross Section of Nar River (Tributary
of Par River) at Proposed Paikhed
Weir Site
clii
Drawing No.
NWDA/PTN/Link/ICV/2014/1
NWDA/PTN/Link/ICV/2014/2
NWDA/PTN/Link/ICV/2014/3
NWDA/PTN/Link/ICV/2014/4
NWDA/PTN/Link/ICV/2014/5
NWDA/PTN/Link/ ICV/2014/6
NWDA/PTN/Link/ ICV/2014/7
NWDA/PTN/Link/ ICV/2014/8
NWDA/PTN/Link/ ICV/2014/9
NWDA/PTN/Link/ ICV/2014/10
NWDA/PTN/Link/ ICV/2014/11
NWDA/PTN/Link/ ICV/2014/12
NWDA/PTN/Link/ ICV/2014/13
Plate
Title
No.
4.13 Cross Section of Tan River
(Tributary of Auranga River) at
Proposed Chasmandva Dam Site
4.14 Cross Section of Tan River
(Tributary of Auranga River) at
Proposed Chasmandva Weir Site
4.15 Cross Section of Ambica River at
Proposed Chikkar Dam Site
4.16 Cross Section of Khapri River
(Tributary of Ambica River) at
Proposed Dabdar Dam Site
4.17 Cross Section of Purna River at
Proposed Kelwan Dam Site
4.18 Submergence Map of Jheri Reservoir
(FR stage)
4.19 Submergence Map of Jheri Reservoir
(DPR stage)
4.20 Submergence Map of Paikhed
Reservoir (FR stage)
4.21 Submergence Map of Paikhed
Reservoir (DPR stage)
4.22 Submergence Map of Chasmandva
Reservoir (FR stage)
4.23 Submergence Map of Chasmandva
(DPR stage)
4.24 Submergence Map of Chikkar
Reservoir (FR stage)
4.25 Submergence Map of Chikkar
Reservoir (DPR stage)
4.26 Submergence Map of Dabdar
Reservoir (FR stage)
4.27 Submergence Map of Dabdar
Reservoir (DPR stage)
4.28 Submergence Map of Kelwan
Reservoir (FR stage)
4.29 Submergence Map of Kelwan
Reservoir (DPR stage)
4.30 Contour Plan of Jheri Dam Site Area
4.31 Contour Plan of Paikhed Dam Site
Area
cliii
Drawing No.
NWDA/PTN/Link/ ICV/2014/14
NWDA/PTN/Link/ ICV/2014/15
NWDA/PTN/Link/ ICV/2014/16
NWDA/PTN/Link/ ICV/2014/17
NWDA/PTN/Link/ ICV/2014/18
NWDA/PTN/Link/ ICV/2014/19
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/20
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/21
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/22
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/23
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/24
Prepared by BISAG
NWDA/PTN/Link/ ICV/2014/25
NWDA/PTN/Link/ ICV/2014/26
Plate
Title
No.
4.32 Contour Plan of Chasmandva Dam
Site Area
4.33 Contour Plan of Chikkar Dam Site
Area
4.34 Contour Plan of Dabdar Dam Site
Area
4.35 Contour Plan of Kelwan Dam Site
Area
4.36 Contour Plan of Kelwan Saddle dam
Site Area
4.37 Contour Plan of Paikhed weir Site
Area
4.38 Contour Plan of Chasmandva weir
Site Area
4.39 Indicative Map Showing Plant and
Colony Layout
4.40 Command Area Map of Par-TapiNarmada Link Project (Sheet 1 of 5)
4.40 Command Area Map of Par-TapiNarmada Link Project (Sheet 2 of 5)
4.40 Command Area Map of Par-TapiNarmada Link Project (Sheet 3 of 5)
4.40 Command Area Map of Par-TapiNarmada Link Project (Sheet 4 of 5)
4.40 Command Area Map of Par-TapiNarmada Link Project (Sheet 5 of 5)
4.41 Contour Plan of Sample Command
Area Near Mandavi Village (TapiNarmada Reach)
4.42 Contour Plan of Sample Command
Area Near Wankal Village (TapiNarmada Reach)
4.43 Contour Plan of Sample Command
Area in Valiya Taluka
(TapiNarmada Reach)
4.44 Map Showing
Communication
Network in the Project Area
cliv
Drawing No.
NWDA/PTN/Link/ ICV/2014/27
NWDA/PTN/Link/ ICV/2014/28
NWDA/PTN/Link/ ICV/2014/29
NWDA/PTN/Link/ ICV/2014/30
NWDA/PTN/Link/ ICV/2014/31
NWDA/PTN/Link/ ICV/2014/32
NWDA/PTN/Link/ ICV/2014/33
NWDA/PTN/Link/ ICV/2014/34
NWDA/PTN/Link/ ICV/2014/35
NWDA/PTN/Link/ ICV/2014/36
NWDA/PTN/Link/ ICV/2014/37
NWDA/PTN/Link/ ICV/2014/38
NWDA/PTN/Link/ ICV/2014/39
NWDA/PTN/Link/ ICV/2014/40
NWDA/PTN/Link/ ICV/2014/41
NWDA/PTN/Link/ ICV/2014/42
NWDA/PTN/Link/ ICV/2014/43
Plate
Title
No.
4.45 Soil Map of Enroute Command Area
of Par-Tapi-Narmada Link Project
4.46 Geological Plan of Jheri Dam Site
4.47 Geological Plan of Chasmandva Dam
Site from RD 0 to 1000 m (Sheet 1 of
3)
4.47 Geological Plan of Chasmandava
Dam Site from RD 1000 to 1900 m
(Sheet 2 of 3)
4.47 Geological Plan of Chasmandva Dam
Site from RD 1900 to 3000 m (Sheet
3 of 3)
4.48 Geological Plan of Chikkar Dam
Alignment between RD 0 to 740 m
(Sheet 1 of 2)
4.48 Geological Plan of Chikkar Dam
Alignment between RD 740 to 2048
m (Sheet 2 of 2)
4.49 Geological plan of Dabdar Dam
Alignment between RD 0 to 600 m.
(Sheet 1 of 2)
4.49 Geological plan of Dabdar Dam
Alignment between RD 600 to 1268
m. (Sheet 2 of 2)
4.50 Geological Plan of Kelwan Dam
Alignment between RD 0 to 800 m
(Sheet 1 of 2)
4.50 Geological Plan of Kelwan Dam
Alignment between RD 800 to 1378
m. (Sheet 2 of 2)
4.51 Geological Plan of Proposed Kelwan
Saddle Dam
4. 52 Geological Section along the
Downstream axis Y-Y’ of Jheri dam
site
4.53 Tentative Geological Section along
the Proposed Chasmandva Dam Axis
between RD 0 to1320 m (left NOF)
Earthen Dam (Sheet 1 of 3)
clv
Drawing No.
NWDA/PTN/Link/ ICV/2014/44
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
Plate
Title
No.
4. 53 Tentative Geological Section along
the Proposed Chasmandva Dam Axis
between RD 1320 m to 2500 m
(Sheet 2 of 3)
4.53 Tentative Geological Section of
Right NOF along the Proposed
Chasmandva Dam Axis from RD
2500 m to 3050 m
(Sheet 3 of 3)
4.54 Geological Sections of Chikkar
Dam(Sheet 1 of 2)
4.54 Detailed Geological Section along
Proposed Chikkar Masonry Dam
between RD 1090 m to 1485 m
(Sheet 2 of 2)
4.55 Tentative Geological Sections of
Dabdar Dam
4.56 Tentative Geological Sections of
Kelwan Dam
4.57 Tentative Geological Section along
the Proposed Kelwan Saddle Dam
Alignment.
4.58 Location Plan of Borrow Area Pits of
Jheri Dam Area
4.59 Location Plan of Borrow Area Pits of
Paikhed Dam Area
4.60 Location Plan of Borrow Area Pits of
Chasmandva Dam Area
4.61 Location Plan of Borrow Area Pits of
Chikkar Dam Area
4.62 Location Plan of Borrow Area Pits of
Dabdar Dam Area
4.63 Location Plan of Borrow Area Pits of
Kelwan Dam Area
5.1
Par Basin Map
5.2
Auranga Basin Map
5.3
Ambica Basin Map
5.4
Purna Basin Map
clvi
Drawing No.
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
GSI Drawing
NWDA/PTN/Link/ ICV/2014/45
NWDA/PTN/Link/ ICV/2014/46
NWDA/PTN/Link/ ICV/2014/47
NWDA/PTN/Link/ ICV/2014/48
NWDA/PTN/Link/ ICV/2014/49
NWDA/PTN/Link/ ICV/2014/50
NWDA/PTN/Link/ ICV/2014/51
NWDA/PTN/Link/ ICV/2014/52
NWDA/PTN/Link/ ICV/2014/53
NWDA/PTN/Link/ ICV/2014/54
Drawings-Report on Preliminary Geotechnical Investigations carried
out by Geological Survey of India, Jaipur
Plate No.
Title
A-1
Photo-geological Lineament Map of Dabdar Dam Site, the
Dangs, Gujarat
A-2
Photo-geological Lineament Map of Chikkar Dam Site, the
Dangs, Gujarat
A-3
Photo-geological Lineament Map of Kelwan Dam Site, the
Dangs, Gujarat
A-4
Photo-geological Lineament Map of Chasmandva Dam Site,
Valsad District, Gujarat
A-5
Photo-geological Lineament Map of Mohankavchali Dam
Site, Valsad District, Gujarat
A-6
Photo-geological Lineament Map of Paikhed Dam Site,
Valsad District, Gujarat
A-7
Photo-geological Lineament Map of Jheri Dam Site, Nashik
District, Maharashtra
I
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Dabdar Dam Site, District
the Dangs, Gujarat
B-IA
Typical T-D Plot & VES Curves, Dabdar Dam Site, District
the Dangs, Gujarat
B-II
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Kelwan Dam Site, District
the Dangs, Gujarat
B-IIA
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Kelwan Saddle Dam Site,
District the Dangs, Gujarat
B-II B
Typical T-D Plot & VES Curves, Kelwan Dam Site,
District the Dangs, Gujarat
B-III
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Chikkar Dam Site, District
the Dangs, Gujarat
B-III A
Typical T-D Plot & VES Curves, Chikkar
Dam Site,
District the Dangs, Gujarat
B-IV
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Chasmandva Dam Site,
clvii
Plate No.
B-IV A
B-V
B-V A
C-I
C-II
C-III
C-IV
C-V
C-VI
C-VII
C-VIII
C-IX
Title
District Valsad, Gujarat
Typical T-D Plot & VES Curves, Chasmandva Dam Site,
District Valsad, Gujarat
Bedrock Section along Dam and Energy Dissipation Axes
along with the Location of Geophysical Observation Points
and Magnetic Response (V.F), Jheri Dam Site, District
Nashik, Maharashtra
Typical T-D Plot & VES Curves, Jheri Dam Site, District
Nashik, Maharashtra
Geological Plan of Chikkar Dam Alignment between RD
740 to 2048 m (Enclosed as Plate No.4.48 Sheet 2 of 2) of
this Drawing Volume)
Geological Plan of Chikkar Dam Alignment between RD 0
to 740 m (Enclosed as Plate No.4.48 Sheet 1 of 2 of this
Drawing Volume)
Tentative Geological Section along the Proposed Chikkar
Masonry Dam Alignment (C-D) between RD 1090 m to
1485 m (Enclosed as Plate No.4.54 Sheet 2 of 2 of this
Drawing Volume)
Tentative Geological Section along Proposed Chikkar
Earthen Dam Alignment (B-C) between RD 340 m to 1090
m (Enclosed as Plate No.4.54 Sheet 1 of 2 of this Drawing
Volume)
Tentative Geological Section along Proposed Chikkar
Earthen Dam Alignment (A-B) between RD 0 m to 340 m
(Enclosed as Plate No.4.54 Sheet 1 of 2 of this Drawing
Volume)
Tentative Geological Section along Proposed Chikkar
Earthen Dam Alignment (C-D) between RD 1485 m to 2048
m (Enclosed as Plate No.4.54 Sheet 1 of 2 of this Drawing
Volume)
Tentative Geological Section along Left Bank of the River
Ambica Through Proposed Drill Hole at RD 1200 m
(Enclosed as Plate No.4.54 Sheet 1 of 2 of this Drawing
Volume)
Tentative Geological Section along Right Bank of the River
Ambica Through Proposed Drill Hole at RD 1440 m
(Enclosed as Plate No.4.54 Sheet 1 of 2 of this Drawing
Volume)
Tentative Geological Section along the River Ambica
Through Drill Hole CKR-1 and Proposed Drill Hole No.
clviii
Plate No.
C-X
C-XI
C-XII
C-XIII
C-XIV
C-XV
C-XVI
C-XVII
C-XVIII
C-XIX
C-XX
C-XXI
C-XXII
C-XXIII
C-XXIV
C-XXV
C-XXVI
C-XXVII
Title
CKR-2 (Enclosed as Plate No.4.54 Sheet 1 of 2 of this
Drawing Volume)
Geological Log of Bore Hole No. CKR-1 from 0.00 m to
32.74 m
Geological Log of Bore Hole No. CKR-1 from 32.74 m to
54.86 m
Geological Log of the Trial Pits
Geological plan of Dabdar Dam Alignment District the
Dangs, Gujarat (Enclosed as Plate No.4.49 Two Parts /
Sheets of this Drawing Volume)
Section along the Proposed Dabdar Masonry Dam between
RD 650 m and 980 m (Enclosed as Plate No.4.55 of this
Drawing Volume)
Section along the Proposed Dabdar Earth Dam between RD
0.00 m and 650 m (Enclosed as Plate No.4.55 of this
Drawing Volume)
Section along the Proposed Dabdar Earth Dam between RD
980 m and 1300 m (Enclosed as Plate No.4.55 of this
Drawing Volume)
Section along the Left Bank Through Bore Hole No. DBR-4
RD 689.393 m (Enclosed as Plate No.4.55 of this Drawing
Volume)
Section along the Right Bank Through Bore Hole No.
DBR-2 RD 976.401 m (Enclosed as Plate No.4.55 of this
Drawing Volume)
Section Across the Dam Alignment Through Bore Hole No.
DBR-1 and 3 and River (Enclosed as Plate No.4.55 of this
Drawing Volume)
Geological Log of Bore Hole No. DBR-1
Geological Log of Bore Hole No. DBR-2
Geological Log of Bore Hole No. DBR-3
Geological Log of Bore Hole No. DBR-4
Geological Log of the Trial Pits
Geological Plan of Kelwan Dam Alignment District the
Dangs, Gujarat
(Enclosed as Plate No.4.50 Two
Parts/Sheets of this Drawing Volume)
Tentative Geological Section along the Proposed Kelwan
Masonry Dam Alignment Between RD 215 m and 552 m
(Enclosed as Plate No.4.56 of this Drawing Volume)
Tentative Geological Section along the Proposed Kelwan
Earthen Dam Alignment Between RD 0.00 m and 215 m
clix
Plate No.
Title
(Enclosed as Plate No.4.56 of this Drawing Volume)
C-XXVIII Tentative Geological Section along the Proposed Kelwan
Earthen Dam Alignment Between RD 552 m and 1388 m
(Enclosed as Plate No.4.56 of this Drawing Volume)
C-XXIX
Tentative Geological Section along the Kelwan Dam
Alignment at RD 205 m along Left Bank of Purna River
(Enclosed as Plate No.4.56 of this Drawing Volume)
C-XXX
Tentative Geological Section across the Kelwan Dam
Alignment at RD 550 m along Right Bank of Purna River
(Enclosed as Plate No.4.56 of this Drawing Volume)
C-XXXI
Tentative Geological Section across the Kelwan Dam
Alignment at RD 500 m along the Purna River (Enclosed as
Plate No.4.56 of this Drawing Volume)
C-XXXII Geological Log of the Trial Pits
C-XXXIII Geological Plan of the Proposed Kelwan Saddle Dam,
District the Dangs, Gujarat (Enclosed as Plate No.4.51 of
this Drawing Volume)
C-XXXIV Tentative Geological Section along the Kelwan Saddle Dam
,(Enclosed as Plate No.4.57 of this Drawing Volume)
C-XXXV Geological Plan of Chasmandva Dam Site, District Valsad,
from RD 0.00 m to 1000 m (Enclosed as Plate No.4.47
Sheet 1 of 3 of this Drawing Volume)
C-XXXVI Geological Plan of Chasmandva Dam Site, District Valsad,
from RD 1000 m to 1900 m (Enclosed as Plate No.4.47
Sheet 2 of 3 of this Drawing Volume)
C-XXXVII Geological Plan of Chasmandva Dam Site, District Valsad,
from RD 1900 m to 3000 m (Enclosed as Plate No.4.47
Sheet 3 of 3 of this Drawing Volume)
C-XXXVIII Tentative Geological Section along the Proposed
Chasmandva Dam Axis between RD 0.00 m to 1320 m (left
NOF) Earthen Dam (Enclosed as Plate No.4.53 Sheet 1 of
3 of this Drawing Volume)
C-XXXIX Tentative Geological Section along the Proposed
Chasmandva Dam Axis between RD 1320 m to 2500 m
(Enclosed as Plate No.4.53 Sheet 2 of 3 of this Drawing
Volume)
C-XL
Tentative Geological Section of Right NOF along the
Proposed Chasmandva Dam Axis from RD 2500 m to 3050
m
(Enclosed as Plate No.4.53 Sheet 3 of 3 of this
Drawing Volume)
C-XLI
Geological Plan of Jheri dam site, District Nashik,
clx
Plate No.
C-XLII
C-XLIII
C-XLIV
C-XLV
C-XLVI
Title
Maharashtra (Enclosed as Plate No.4.46 of this Drawing
Volume)
Geological Section along the Downstream axis Y-Y’ of
Jheri dam site (Enclosed as Plate No.4.52 of this Drawing
Volume)
Geological Log of Bore Hole BH-1 at Jheri Dam Site
Geological Log of Bore Hole BH-2 at Jheri Dam Site
Geological Log of Bore Hole BH-3 at Jheri Dam Site
Geological Log of Bore Hole BH-4 at Jheri Dam Site
Note: Text and Appendices of Report on Preliminary Geotechnical
Investigations carried Out by Geological Survey of India, Western Region,
Jaipur is enclosed as Appendix – 4.2 in Volume-III: Appendices- Survey
Investigations.
Volume – VIII (A)
clxi
Drawings - Design Aspects
Plate
No.
1. 1
6. 1
6. 2
6. 3
6. 4
6. 5
6. 6
6. 7
6. 8
6. 9
6. 10
6. 11
6. 12
6. 13
6. 14
6. 15
6. 16
6. 17
6. 18
6. 19
Description
CWC Drawing
No.
Index Map of Par-Tapi-Narmada Link Project (NWDA/PTN Link/ICV/2015/1)
Plinth Foundation Treatment Details of PTNL-5900-PConcrete Faced Rockfill Dam of Jheri Dam
1042
Layout Plan of Concrete Faced Rockfill Dam of PTNL-5900-PJheri Dam
1036
Section at A-A of Concrete Faced Rockfill Dam PTNL-5900-Pof Jheri Dam
1037
Section at B-B of Concrete Faced Rockfill Dam PTNL-5900-Pof Jheri Dam
1038
Joint Details of Concrete Faced Rockfill Dam PTNL-5900-Pof Jheri Dam
1039
Plan of Interface Wall of Concrete Faced PTNL-5900-PRockfill Dam of Jheri Dam
1040
Sectional Details of Interface Wall of Concrete PTNL-5900-PFaced Rockfill Dam of Jheri Dam
1041
Layout Plan of Jheri Dam
PTNL-5900-P3041
Maximum Non Over Flow (NOF) Section (Right PTNL-5900-PSide) of Jheri Dam
3049
Maximum Non over flow (NOF) Section (Left PTNL-5900-PSide) of Jheri Dam
3052
Zoning of Materials for Non Over Flow (NOF) PTNL-5900-PSection (Right Side) of Jheri Dam.
3051
Zoning of Materials for Non Over Flow (NOF) PTNL-5900-PSection (Left Side) of Jheri Dam
3054
Water Stop Details for Maximum Non Over PTNL-5900-PFlow (NOF) Section (Right Side) of Jheri Dam 3050
Water Stop Details for Maximum Non Over PTNL-5900-PFlow (NOF) Section (Left Side) of Jheri Dam
3053
Maximum Over Flow (OF) Section of Jheri PTNL-5900-PDam
3046
Zoning of Materials for Maximum Over Flow PTNL-5900-P(OF) Section of Jheri Dam
3048
Water Stop Details for Maximum Over Flow PTNL-5900-P(OF) Section of Jheri Dam
3047
Typical Details of Consolidation Grouting in PTNL-5900-POver Flow (OF) Portion of Jheri Dam
3045
Spillway Plan of Jheri Dam
PTNL-5900-Pclxii
Plate
No.
Description
6. 20
Spillway Elevation of Jheri Dam
6. 21
Longitudinal Section of Chute Spillway of Jheri
Dam
Chute Channel and Cross Section at A-A of
Jheri Dam
General Installation of Spillway Radial Gate
(15000mmx12000mm) of Jheri Dam
General Installation of Spillway Stoplogs
(15000mmx12600mm) of Jheri Dam
Plinth Foundation Treatment of Concrete Faced
Rockfill Dam of Paikhed Dam
Layout Plan of Concrete Faced Rockfill Dam of
Paikhed Dam
Section at A-A of Concrete Faced Rockfill Dam
of Paikhed Dam
Section at B-B of Concrete Faced Rockfill Dam
of Paikhed Dam
Joint Details of Concrete Faced Rockfill Dam
of Paikhed Dam
Plan of Interface Wall of Concrete Faced
Rockfill Dam of Paikhed Dam
Sectional Details of Interface Wall of Concrete
Faced Rockfill Dam of Paikhed Dam
Layout Plan of Paikhed Dam
6. 22
6. 23
6. 24
6. 25
6. 26
6. 27
6. 28
6. 29
6. 30
6. 31
6. 32
6. 33
6. 34
6. 35
6. 36
6. 37
6. 38
6. 39
Maximum Non Over Flow (NOF) Section (Right
Side) of Paikhed Dam
Maximum Non Over Flow (NOF) Section Power
Intake Block of Paikhed Dam
Zoning of Materials for Non Over Flow (NOF)
section of Paikhed Dam
Zoning of Materials for Non Over Flow (NOF)
Section- Power Intake Block of Paikhed Dam
Water Stop Details for Non Over Flow (NOF)
Section of Paikhed Dam
Maximum Over Flow (OF) Section of Paikhed
Dam
Zoning of Materials for Maximum Over Flow
clxiii
CWC Drawing
No.
3043
PTNL-5900-P3044
PTNL-5900-P3042
PTNL-5900-P3055
PTNL-5900JHD-1501
PTNL-5900JHD-1502
PTNL-5900-P1028
PTNL-5900-P1022
PTNL-5900-P1023
PTNL-5900-P1024
PTNL-5900-P1025
PTNL-5900-P1026
PTNL-5900-P1027
PTNL-5900-P3001
PTNL-5900-P3011
PTNL-5900-P3009
PTNL-5900-P3013
PTNL-5900-P3010
PTNL-5900-P3012
PTNL-5900-P3006
PTNL-5900-P-
Plate
No.
Description
6. 42
(OF) Section of Paikhed Dam
Water Stop Details for Maximum Over Flow
(OF) Section of Paikhed Dam
Typical Details of Consolidation Grouting in
Over Flow (OF) Portion of Paikhed Dam
Spillway Plan of Paikhed Dam
6. 43
Spillway Elevation of Paikhed Dam
6. 44
Longitudinal Section of Chute Spillway of
Paikhed Dam
Chute Channel and Cross Section at A-A of
Paikhed Dam
Chute Channel and Cross Section at B-B of
Paikhed Dam
General Installation of Spillway Radial Gate
(15000mm X 12000 mm) of Paikhed Dam
General Installation of Spillway Stoplogs
(15000mm X 12300mm) of Paikhed Dam
Plinth Foundation Treatment of Concrete Faced
Rockfill Dam of Chasmandva Dam
Layout Plan of Concrete Faced Rockfill Dam of
Chasmandva Dam
Section at A-A of Concrete Faced Rockfill Dam
of Chasmandva Dam
Section at B-B of Concrete Faced Rockfill Dam
of Chasmandva Dam
Joint Details of Concrete Faced Rockfill Dam
of Chasmandva Dam
Plan of Interface Wall of Concrete Faced
Rockfill Dam of Chasmandva Dam
Sectional Details of Interface Wall of Concrete
Faced Rockfill Dam of Chasmandva Dam
Layout Plan of Chasmandva Dam
6. 40
6. 41
6. 45
6. 46
6. 47
6. 48
6. 49
6. 50
6. 51
6. 52
6. 53
6. 54
6. 55
6. 56
6. 57
6. 58
6. 59
Maximum Non Over Flow (NOF) Section (Right
Side) of Chasmandva Dam
Maximum Non Over Flow (NOF) Section (Left
Side) of Chasmandva Dam
Zoning of Materials for Maximum Non Over
clxiv
CWC Drawing
No.
3008
PTNL-5900-P3007
PTNL-5900-P3004
PTNL-5900-P3003
PTNL-5900-P3005
PTNL-5900-P3002
PTNL-5900-P3014
PTNL-5900-P3015
PTNL-5900PKD-1501
PTNL-5900PKD-1502
PTNL-5900-P1035
PTNL-5900-P1029
PTNL-5900-P1030
PTNL-5900-P1031
PTNL-5900-P1032
PTNL-5900-P1033
PTNL-5900-P1034
PTNL-5900-P3021
PTNL-5900-P3030
PTNL-5900-P3033
PTNL-5900-P-
Plate
No.
6. 60
6. 61
Description
CWC Drawing
No.
of 3031
Flow (NOF) Section (Right Side)
Chasmandva Dam
Water Stop Details for Non Over Flow (NOF) PTNL-5900-PSection (Right side) of Chasmandva Dam
3032
6. 65
Maximum Over Flow (OF) Section of
Chasmandva Dam
Zoning of Materials for Maximum Over Flow
(OF) Section of Chasmandva Dam
Water Stop Details for Maximum Over Flow
(OF) Section of Chasmandva Dam
Typical Details of Consolidation Grouting in
Over Flow (OF) Portion of Chasmandva Dam
Spillway Plan of Chasmandva Dam
6. 66
Spillway Elevation of Chasmandva Dam
6. 67
Longitudinal Section of Chute Spillway of
Chasmandva Dam
Chute Channel and Cross Section at A-A of
Chasmandva Dam
General Installation of Spillway Radial Gate
(12000 mm X 12000 mm) of Chasmandva Dam
General Installation of Spillway Stoplogs
(12000 mm X 12300 mm ) of Chasmandva
Dam
Plinth Foundation Treatment of Concrete Faced
Rockfill Dam of Chikkar Dam.
Layout Plan of Concrete Faced Rockfill Dam of
Chikkar Dam
Section at A-A of Concrete Faced Rockfill Dam
of Chikkar Dam
Section at B-B of Concrete Faced Rockfill Dam
of Chikkar Dam
Joint Details of Concrete Faced Rockfill Dam
of Chikkar Dam
Plan of Interface Wall of Concrete Faced
Rockfill Dam of Chikkar Dam
Sectional Details of Interface Wall of Concrete
Faced Rockfill Dam of Chikkar Dam
Layout Plan of Chikkar Dam
6. 62
6. 63
6. 64
6. 68
6. 69
6. 70
6. 71
6. 72
6. 73
6. 74
6. 75
6. 76
6. 77
6. 78
clxv
PTNL-5900-P3026
PTNL-5900-P3028
PTNL-5900-P3027
PTNL-5900-P3025
PTNL-5900-P3024
PTNL-5900-P3023
PTNL-5900-P3022
PTNL-5900-P3029
PTNL-5900CHVD-1501
PTNL-5900CHVD-1502
PTNL-5900-P1049
PTNL-5900-P1043
PTNL-5900-P1044
PTNL-5900-P1045
PTNL-5900-P1046
PTNL-5900-P1047
PTNL-5900-P1048
PTNL-5900-P-
Plate
No.
Description
6. 79
6. 89
Maximum Non Over Flow (NOF) Section (Right
Side) of Chikkar Dam
Maximum Non Over Flow (NOF) Section (Left
Side) of Chikkar Dam
Zoning of Materials for Maximum Non Over
Flow (NOF) Section (Right Side) of Chikkar
Dam
Zoning of Materials for Maximum Non Over
Flow (NOF) Section (Left Side) of Chikkar
Dam
Water Stop Details for Non Over Flow (NOF)
Section (Right Side) of Chikkar Dam
Water Stop Details for Non Over Flow (NOF)
Section (Left Side) of Chikkar Dam
Maximum Over Flow (OF) Section of Chikkar
Dam
Zoning of Materials for Maximum Over Flow
(OF) Section of Chikkar Dam
Water Stop Details for Maximum Over Flow
(OF) Section of Chikkar Dam
Typical Details of Consolidation Grouting in
Over Flow (OF) Portion of Chikkar Dam
Spillway Plan of Chikkar Dam
6. 90
Spillway Elevation of Chikkar Dam
6. 91
Longitudinal Section of Chute Spillway of
Chikkar Dam
Chute Channel and Cross Section at A-A of
Chikkar Dam
General Installation of Spillway Radial Gate
(15000 mm X 12000 mm) of Chikkar Dam
General Installation of
Spillway Stoplogs
(15000 mm X 12900 mm) of Chikkar Dam
6. 80
6. 81
6. 82
6. 83
6. 84
6. 85
6. 86
6. 87
6. 88
6. 92
6. 93
6. 94
Volume – VIII (B)
clxvi
CWC Drawing
No.
3061
PTNL-5900-P3072
PTNL-5900-P3069
PTNL-5900-P3074
PTNL-5900-P3071
PTNL-5900-P3073
PTNL-5900-P3070
PTNL-5900-P3066
PTNL-5900-P3068
PTNL-5900-P3067
PTNL-5900-P3065
PTNL-5900-P3064
PTNL-5900-P3063
PTNL-5900-P3062
PTNL-5900-P3075
PTNL-5900CKD-1501
PTNL-5900CKD-1502
Drawings - Design Aspects
Plate
No.
1. 1
6.95
6.96
6.97
6.98
6.99
6.100
6.101
6.102
6.103
6.104
6.105
6.106
6.107
6.108
6.109
6.110
6.111
6.112
6.113
Description
CWC Drawing
No.
Index Map of Par-Tapi-Narmada Link Project (NWDA/PTN Link/ICV/2015/1)
Plinth Foundation Treatment of Concrete Faced PTNL-5900-PRockfill Dam of Dabdar dam
1056
Layout Plan of Concrete Faced Rockfill Dam of PTNL-5900-PDabdar Dam
1050
Section at A-A of Concrete Faced Rockfill Dam PTNL-5900-Pof Dabdar Dam
1051
Section at B-B of Concrete Faced Rockfill Dam PTNL-5900-Pof Dabdar Dam
1052
Joint Details of Concrete Faced Rockfill Dam of PTNL-5900-PDabdar Dam
1053
Plan of Interface Wall of Concrete Faced PTNL-5900-PRockfill Dam of Dabdar Dam
1054
Sectional Details of Interface Wall of Concrete PTNL-5900-PFaced Rockfill Dam of Dabdar Dam
1055
Layout Plan of Dabdar Dam
PTNL-5900-P3081
Maximum Non Over Flow (NOF) Section (Right PTNL-5900-PSide) of Dabdar Dam
3092
Maximum Non Over Flow (NOF) Section (Left PTNL-5900-Pside) of Dabdar Dam
3089
Zoning of Materials for Non Over Flow (NOF) PTNL-5900-PSection (Right Side) of Dabdar Dam
3094
Zoning of Materials for Non Over Flow (NOF) PTNL-5900-PSection (Left Side) of Dabdar Dam
3091
Water Stop Details for Non Over Flow (NOF) PTNL-5900-PSection (Right Side) of Dabdar Dam
3093
Water Stop Details for Non Over Flow (NOF) PTNL-5900-PSection (Left Side) of Dabdar Dam
3090
Maximum Over Flow (OF) Section of Dabdar PTNL-5900-PDam
3086
Zoning of Materials for Maximum Over Flow PTNL-5900-P(OF) Section of Dabdar Dam
3088
Water Stop Details for Maximum Over Flow PTNL-5900-P(OF) Section of Dabdar Dam
3087
Typical Details of Consolidation Grouting in PTNL-5900-POver Flow (OF) Portion of Dabdar Dam
3085
Spillway Plan of Dabdar Dam
PTNL-5900-Pclxvii
Plate
No.
Description
6.114
Spillway Elevation of Dabdar Dam
6.115
Longitudinal Section of Chute Spillway of
Dabdar Dam
Chute Channel and Cross Section at A-A of
Dabdar Dam
General Installation of Spillway Radial Gate
(15000 mm X 12000 mm) of Dabdar Dam
General Installation of
Spillway Stoplogs
(15000 mm X 12600 mm ) of Dabdar Dam
Plinth Foundation Treatment Details of
Concrete Faced Rockfill Dam of Kelwan Dam
Layout Plan of Concrete Faced Rockfill Dam of
Kelwan Dam
Section at A-A of Concrete Faced Rockfill Dam
of Kelwan Dam
Section at B-B of Concrete Faced Rockfill Dam
of Kelwan Dam
Joint Details of Concrete Faced Rockfill Dam
of Kelwan Dam
Plan of Interface Wall of Concrete Faced
Rockfill Dam of Kelwan Dam
Sectional Details of Interface Wall of Concrete
Faced Rockfill Dam of Kelwan Dam
Layout plan of Kelwan dam
6.116
6.117
6.118
6.119
6.120
6.121
6.122
6.123
6.124
6.125
6.126
6.127
6.128
6.129
6.130
6.131
6.132
6.133
Maximum Non Over flow (NOF) Section (Right
Side) of Kelwan Dam
Maximum Non Over flow (NOF) Section (Left
Side) of Kelwan Dam
Zoning of Materials for Non Over Flow (NOF)
Section (Right Side) of Kelwan Dam
Zoning of Materials for Non Over Flow (NOF)
Section (Left Side) of Kelwan Dam
Water Stop Details for Non Over flow (NOF)
Section (Right Side) of Kelwan Dam
Water Stop Details for Non Over flow (NOF)
Section (Left Side) of Kelwan Dam
Maximum Over flow (OF) Section of Kelwan
clxviii
CWC Drawing
No.
3084
PTNL-5900-P3083
PTNL-5900-P3082
PTNL-5900-P3095
PTNL-5900DBD-1501
PTNL-5900DBD-1502
PTNL-5900-P1063
PTNL-5900-P1057
PTNL-5900-P1058
PTNL-5900-P1059
PTNL-5900-P1060
PTNL-5900-P1061
PTNL-5900-P1062
PTNL-5900-P3101
PTNL-5900-P3109
PTNL-5900-P3112
PTNL-5900-P3111
PTNL-5900-P3114
PTNL-5900-P3110
PTNL-5900-P3113
PTNL-5900-P-
Plate
No.
Description
6.137
Dam
Zoning of Materials for Maximum Over flow
(OF) Section of Kelwan Dam
Water Stop details for Maximum Over flow
(OF) Section of Kelwan Dam
Typical Details of consolidations Grouting in
Over flow (OF) Portion of Kelwan Dam
Spillway Plan of Kelwan Dam
6.138
Spillway Elevation of Kelwan Dam
6.139
Longitudinal Section of Chute spillway of
Kelwan Dam
Chute Channel and Cross Section at A-A of
Kelwan Dam
General Installation of Spillway Radial Gate
(15000mmX12000mm) of Kelwan Dam
General Installation of Spillway Stoplogs
(15000mmX12000mm) of Kelwan Dam
General Layout Plan (Alternative Alignments) of
Jheri-Paikhed Link Tunnel
General Layout Plan (Final Alignment) of JheriPaikhed Link Tunnel
L-section Along Jheri-Paikhed Link Tunnel
6.134
6.135
6.136
6.140
6.141
6.142
6.143
6.144
6.145
6.146
6.147
6.148
6.149
6.150
6.151
6.152
CWC Drawing
No.
3106
PTNL-5900-P3108
PTNL-5900-P3107
PTNL-5900-P3105
PTNL-5900-P3104
PTNL-5900-P3103
PTNL-5900-P3102
PTNL-5900-P3115
PTNL-5900KLD-1501
PTNL-5900KLD-1502
PTNL-5900DPR-1001
PTNL-5900DPR-1002
PTNL-5900DPR-1003
PTNL-5900DPR-1004
PTNL-5900DPR-1005
PTNL-5900DPR-1006
PTNL-5900DPR-1007
PTNL-5900DPR-1008
PTNL-5900DPR-1009
Intake Details at Jheri of Jheri-Paikhed Link
Tunnel
Trash Rack Details (Metal Work) at Intake of
Jheri-Paikhed Link Tunnel
Typical Excavation and Rock Support Details
(Horizontal Reach) of Jheri-Paikhed Link Tunnel
Typical Concrete Lining and Grouting Details of
Jheri-Paikhed Link Tunnel
Construction Adit Portal Excavation Support
Details of Jheri-Paikhed Link Tunnel
Typical Excavation and Rock Support Details of
Construction Adit (6 m x 6 m D-Shape) of JheriPaikhed Link Tunnel
General Installation of Intake Service Gate (3000 PTNL-5900mm X 3000 mm) at Jheri of Jheri-Paikhed Link JPLT-1501
clxix
Plate
No.
6.153
6.154
6.155
6.156
6.157
6.158
6.159
6.160
6.161
6.162
6.163
6.164
6.165
6.166
6.167
6.168
6.169
Description
Tunnel
General Installation of Intake Emergency Gate
(3000 mm X 300 0mm) at Jheri of Jheri-Paikhed
Link Tunnel
General Installation of Intake Service Gate (3000
mm X 3000 mm) at Paikhed of Jheri-Paikhed
Link Tunnel
General Installation of Intake Emergency Gate
(3000 mm X 3000 mm) at Paikhed of JheriPaikhed Link Tunnel
General Layout Plan (Alternative Alignments) of
Power House at Paikhed Dam
General Layout Plan (Final Alignment) of Power
House at Paikhed Dam
L-section of Water Conductor System and Power
House at Paikhed Dam
Plan and Section of Power Intake of Power
House at Paikhed Dam
Trash Rack Details (Metal Work) of Power
Intake of Power House at Paikhed Dam
Pressure Shaft (Typical Excavation on Rock
Support Details) of Power House at Paikhed
Dam
Pressure Shaft (Typical Concrete Lining and
Grouting Details) of Power House at Paikhed
Dam
Penstock / Pressure Shaft (Ferrule Details) of
Power House at Paikhed Dam
Penstock Shaft (Ferrule Details) of Power House
at Paikhed Dam
Plan of Power House at Paikhed Dam
Cross Section of Surface Power House at
Paikhed Dam
General Installation of Power Intake Service
Gate (1800 mm X 2500 mm) at Paikhed Dam
General Installation of Draft Tube Gate (4020
mmX2300 mm) at Paikhed Dam
General Layout Plan (Alternative Alignments) of
Power House at Chasmandva Dam
clxx
CWC Drawing
No.
PTNL-5900JPLT-1502
PTNL-5900JPLT-1503
PTNL-5900JPLT-1504
PTNL-5900DPR-2001
PTNL-5900DPR-2002
PTNL-5900DPR-2003
PTNL-5900DPR-2004
PTNL-5900DPR-2005
PTNL-5900DPR-2006
PTNL-5900DPR-2007
PTNL-5900DPR-2008
PTNL-5900DPR-2009
PTNL-5900DPR-2010
PTNL-5900DPR-2011
PTNL-5900PKPH-1501
PTNL-5900PKPH-1502
PTNL-5900DPR-3001
Plate
No.
6.170
6.171
6.172
6.173
6.174
6.175
6.176
6.177
6.178
6.179
6.180
6.181
6.182
6.183
6.184
6.185
6.186
6.187
6.188
6.189
Description
General Layout Plan (Final Alignment) of Power
House at Chasmandva Dam
Layout Plan of Water Conductor System and
Power House at Chasmandva Dam
L-Section of Water Conductor System and
Power House at Chasmandva Dam
Plan and Section of Power Intake of Power
House at Chasmandva Dam
Trash Rack Details (Metal Work) of Power
Intake of Power House at Chasmandva Dam
Penstock (Details of Steel Liner) of Power
House at Chasmandva Dam (Sheet 1 of 2)
Penstock (Details of Steel Liner) of Power
House at Chasmandva Dam (Sheet 2 of 2)
Plan of Surface Power House at Elevation of
175.120 m of Chasmandva Dam
Cross Section of Surface Power House at
Chasmandva Dam
L-Section Through Centre Line of Turbine of
Surface Power House at Chasmandva Dam
General Installation of Power Intake Service
Gate (1420 mm X 1800 mm) at Chasmandva
Dam
General Installation of Draft Tube Gate
(3400 mm X 2340 mm) at Chasmandva Dam
General Layout Plan (Alternative Alignments) of
Power House at Chikkar Dam
General Layout Plan (Final Alignment) of Power
House at Chikkar Dam
L-section of Water Conductor System and Power
House at Chikkar Dam
Power Intake Details of Power House at Chikkar
Dam
Trash Rack Details (Metal Work) of Power
Intake of Power House at Chikkar Dam
Penstock (Details of Steel Liner) of Power
House at Chikkar Dam
(Sheet 1 of 2)
Penstock (Details of Steel Liner) of Power
House at Chikkar Dam
(Sheet 2 of 2)
Plan of Surface Power House at Elevation of
clxxi
CWC Drawing
No.
PTNL-5900DPR-3002
PTNL-5900DPR-3003
PTNL-5900DPR-3004
PTNL-5900DPR-3005
PTNL-5900DPR-3006
PTNL-5900DPR-3007
PTNL-5900DPR-3008
PTNL-5900DPR-3009
PTNL-5900DPR-3010
PTNL-5900DPR-3011
PTNL-5900CHPH-1501
PTNL-5900CHPH-1502
PTNL-5900DPR-4001
PTNL-5900DPR-4002
PTNL-5900DPR-4003
PTNL-5900DPR-4004
PTNL-5900DPR-4005
PTNL-5900DPR-4006
PTNL-5900DPR-4007
PTNL-5900-
Plate
No.
6.190
6.191
6.192
6.193
6.194
6.195
6.196
6.197
6.198
6.199
6.200
6.201
6.202
6.203
6.204
6.205
6.206
6.207
6.208
6.209
Description
167.920 m of Chikkar Dam
L-Section Through Centre Line of Turbine of
Surface Power House at Chikkar Dam
Cross Section of Power House at Chikkar Dam
General Installation of Power Intake Service
Gate (1420 mm X 1800 mm) at Chikkar Dam
General Installation of Draft Tube Gate (3400
mm X 2340 mm) at Chikkar Dam
General Layout Plan of Power House at Dabdar
Dam
L-section of Water Conductor System and Power
House at Dabdar Dam
Plan and Section of Power Intake of Power
House at Dabdar Dam
Trash Rack Details (Metal Work) of Power
Intake of Power House at Dabdar Dam
Penstock (Details of Steel Liner) of Power
House at Dabdar Dam (Sheet 1 of 2)
Penstock (Details of Steel Liner) of Power
House at Dabdar Dam (Sheet 2 of 2)
Plan of Power House at Elevation of 135.830 m
of Dabdar Dam
Cross Section of Surface Power House at Dabdar
Dam
L-Section Through Centre Line of Turbine of
Surface Power House at Dabdar Dam
General Installation of Power Intake Service
Gate (2000 mm X 2500 mm) at Dabdar Dam
General Installation of Draft Tube Gate (5100
mm X 2340 mm) at Dabdar Dam
General Layout Plan of Power House at Kelwan
Dam
L-section of Water Conductor System and Power
House at Kelwan Dam
Plan and Section of Power Intake of Power
House at Kelwan Dam
Trash Rack Details (Metal Work) of Power
Intake of Power House at Kelwan Dam
Penstock (Details of Steel Liner) of Power
clxxii
CWC Drawing
No.
DPR-4008
PTNL-5900DPR-4009
PTNL-5900DPR-4010
PTNL-5900CKPH-1501
PTNL-5900CKPH-1502
PTNL-5900DPR-5001
PTNL-5900DPR-5002
PTNL-5900DPR-5003
PTNL-5900DPR-5004
PTNL-5900DPR-5005
PTNL-5900DPR-5006
PTNL-5900DPR-5007
PTNL-5900DPR-5008
PTNL-5900DPR-5009
PTNL-5900DBPH-1501
PTNL-5900DBPH-1502
PTNL-5900DPR-6001
PTNL-5900DPR-6002
PTNL-5900DPR-6003
PTNL-5900DPR-6004
PTNL-5900-
Plate
No.
6.210
6.211
6.212
6.213
6.214
6.215
6.216
6.217
6.218
6.219
6.220
6.221
6.222
6.223
6.224
6.225
6.226
6.227
6.228
Description
House at Kelwan Dam (Sheet 1 of 2)
Penstock (Details of Steel Liner) of Power
House at Kelwan Dam (Sheet 2 of 2)
Plan of Power House at Elevation of 134.830 m
of Kelwan Dam
Cross Section of Power House at Kelwan Dam
L-Section Through Centre Line of Turbine of
Surface Power House at Kelwan Dam
General Installation of Power Intake Service
Gate (1800 mm X 2500 mm) at Kelwan Dam
General Installation of Draft Tube Gate (4020
mm X 2300 mm) at Kelwan Dam
General Layout Plan of Power House at Kelwan
Feeder Canal
L-section of Water Conductor System and Power
House at Kelwan Feeder Canal
Plan and Section of Power Intake of Power
House at Kelwan Feeder Canal
Trash Rack Details (Metal Work) of Power
Intake of Power House at Kelwan Feeder Canal
Penstock Details of Steel Liner (Details of
Ferrule) of Power House at Kelwan Feeder Canal
Penstock Details of Steel Liner (Details of
Ferrule) of Power House at Kelwan Feeder Canal
Plan of Power House at Elevation of 118.180 m
of Kelwan Feeder Canal
Cross Section of Power House at Kelwan Feeder
Canal
Power House Roof Truss Details at Kelwan
Feeder Canal
General Installation of Power Intake Service
Gate (2000 mm X 2500 mm) at Kelwan Feeder
Canal
General Installation of Power Intake Emergency
Gate (2000 mm X 2500 mm) at Kelwan Feeder
Canal
General Installation of Draft Tube Gate (2652
mm X 1500 mm) at Kelwan Feeder Canal
General Layout Plan of Paikhed Barrage
clxxiii
CWC Drawing
No.
DPR-6005
PTNL-5900DPR-6006
PTNL-5900DPR-6007
PTNL-5900DPR-6008
PTNL-5900DPR-6009
PTNL-5900KEPH-1501
PTNL-5900KEPH-1502
PTNL-5900DPR-7001
PTNL-5900DPR-7002
PTNL-5900DPR-7003
PTNL-5900DPR-7004
PTNL-5900DPR-7005
PTNL-5900DPR-7006
PTNL-5900DPR-7007
PTNL-5900DPR-7008
PTNL-5900DPR-7009
PTNL-5900KFCPH-1501
PTNL-5900KFCPH-1502
PTNL-5900KFCPH-1503
PTNL-5900-P-
Plate
No.
Description
CWC Drawing
No.
2501
PTNL-5900-P2502
PTNL-5900-P2503
PTNL-5900-P2504
PTNL-5900-P2505
PTNL-5900PKB-1501
PTNL-5900PKB-1502
PTNL-5900PKB-1503
6.229
Detailed Layout Plan of Paikhed Barrage
6.230
Longitudinal and Cross Section (Anchorage and
Drainage Details) of Paikhed Barrage
Stilling Basin Plan (Anchorage and Drainage
Details) of Paikhed Barrage
Head Regulator and Flared Out Walls of Paikhed
Barrage
General Installation of Spillway Radial Gate
(15000 mm X 7000 mm) of Paikhed Barrage
General Installation of
Spillway Stop log
(15000 mm X 9100 mm ) of Paikhed Barrage
General Installation of Head Regulator Service
Gate (3000 mm X 3000 mm) of Paikhed
Barrage
General Installation of Stoplog (3000 mm X PTNL-59003350 mm) for Head Regulator of Paikhed PKB-1504
Barrage
General Layout Plan of Chasmandva Barrage
PTNL-5900-P2506
Detailed Layout Plan of Chasmandva Barrage
PTNL-5900-P2507
Longitudinal and Cross Section (Anchorage and PTNL-5900-PDrainage Details) of Chasmandva Barrage
2508
Stilling Basin Plan (Anchorage and Drainage PTNL-5900-PDetails) of Chasmandva Barrage
2509
Head Regulator and Flared Out Walls of PTNL-5900-PChasmandva Barrage
2510
General Installation of Spillway Gate (12000 PTNL-5900mm X 8000 mm) of Chasmandva Barrage
CHB-1501
General Installation of
Spillway Stop log PTNL-5900(12000 mm X 8250 mm ) of Chasmandva CHB-1502
Barrage
General Installation of Head Regulator Service PTNL-5900Gate (3000 mm X 1000 mm) of Chasmandva CHB-1503
Barrage
General Installation of Stoplog (3000 mm X 1200 PTNL-5900mm) for Head Regulator of Chasmandva Barrage
CHB-1504
Volume – VIII (C)
6.231
6.232
6.233
6.234
6.235
6.236
6.237
6.238
6.239
6.240
6.241
6.242
6.243
6.244
6.245
clxxiv
Plate
No.
1. 1
6.246
6.247
6.248
6.249
6.250
6.251
6.252
6.253
6.254
6.255
6.256
6.257
6.258
6.259
6.260
6.261
6.262
6.263
Drawings - Design Aspects
Description
CWC Drawing
No.
Index Map of Par-Tapi-Narmada Link Project (NWDA/PTN Link/ICV/2015/1)
Canal Section(s) – At Different Reaches of Main PTNL-5900-PCanals and Feeder Canals
2511
Canal Section(s) – Typical Details of Cutting PTNL-5900-Pand Filling
2512
Typical Details of Canal Lining
PTNL-5900-P2513
Typical Details of Drainage Arrangement Under PTNL-5900-PCanal Lining
2514
Par-Tapi Reach
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 0.00 to RD 3000 m
2515
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 3000 m to RD 6000 m
2516
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 6000 m to RD 9000 m
2517
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 9000 m to RD 12000 m
2518
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 12000 m to RD 15000 m
2519
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 15000 m to RD 18000 m
2520
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 18000 m to RD 21000 m
2521
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 21000 m to RD 24000 m
2522
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 24000 m to RD 27000 m
2523
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 27000 m to RD 30000 m
2524
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 30000 m to RD 33000 m
2525
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 33000 m to RD 36000 m
2526
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 36000 m to RD 39000 m
2527
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 39000 m to RD 42000 m
2528
clxxv
Plate
No.
6.264
6.265
6.266
6.267
6.268
6.269
6.270
6.271
6.272
6.273
6.274
6.275
6.276
6.277
6.278
6.279
6.280
6.281
6.282
6.283
Description
Canal Alignment and Longitudinal
RD 42000 m to RD 45000 m
Canal Alignment and Longitudinal
RD 45000 m to RD 48000 m
Canal Alignment and Longitudinal
RD 48000 m to RD 51000 m
Canal Alignment and Longitudinal
RD 51000 m to RD 54000 m
Canal Alignment and Longitudinal
RD 54000 m to RD 57000 m
Canal Alignment and Longitudinal
RD 57000 m to RD 60000 m
Canal Alignment and Longitudinal
RD 60000 m to RD 63000 m
Canal Alignment and Longitudinal
RD 63000 m to RD 66000 m
Canal Alignment and Longitudinal
RD 66000 m to RD 69000 m
Canal Alignment and Longitudinal
RD 69000 m to RD 72000 m
Canal Alignment and Longitudinal
RD 72000 m to RD 75000 m
Canal Alignment and Longitudinal
RD 75000 m to RD 78000 m
Canal Alignment and Longitudinal
RD 78000 m to RD 81000 m
Canal Alignment and Longitudinal
RD 81000 m to RD 84000 m
Canal Alignment and Longitudinal
RD 84000 m to RD 87000 m
Canal Alignment and Longitudinal
RD 87000 m to RD 90000 m
Canal Alignment and Longitudinal
RD 90000 m to RD 93000 m
Canal Alignment and Longitudinal
RD 93000 m to RD 96000 m
Canal Alignment and Longitudinal
RD 96000 m to RD 99000 m
Canal Alignment and Longitudinal
RD 99000 m to RD 102000 m
clxxvi
Section from
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Section from
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Section from
Section from
Section from
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Section from
Section from
CWC Drawing
No.
PTNL-5900-P2529
PTNL-5900-P2530
PTNL-5900-P2531
PTNL-5900-P2532
PTNL-5900-P2533
PTNL-5900-P2534
PTNL-5900-P2535
PTNL-5900-P2536
PTNL-5900-P2537
PTNL-5900-P2538
PTNL-5900-P2539
PTNL-5900-P2540
PTNL-5900-P2541
PTNL-5900-P2542
PTNL-5900-P2543
PTNL-5900-P2544
PTNL-5900-P2545
PTNL-5900-P2546
PTNL-5900-P2547
PTNL-5900-P2548
Plate
No.
6.284
6.285
6.286
6.287
6.288
6.289
6.290
6.291
6.292
6.293
6.294
6.295
6.296
6.297
6.298
6.299
6.300
6.301
6.302
6.303
Description
Canal Alignment and Longitudinal
RD 102000 m to RD 105000 m
Canal Alignment and Longitudinal
RD 105000 m to RD 108000 m
Canal Alignment and Longitudinal
RD 108000 m to RD 111000 m
Canal Alignment and Longitudinal
RD 111000 m to RD 114000 m
Canal Alignment and Longitudinal
RD 114000 m to RD 117000 m
Canal Alignment and Longitudinal
RD 117000 m to RD 120000 m
Canal Alignment and Longitudinal
RD 120000 m to RD 123000 m
Canal Alignment and Longitudinal
RD 123000 m to RD 126000 m
Canal Alignment and Longitudinal
RD 126000 m to RD 129000 m
Canal Alignment and Longitudinal
RD 129000 m to RD 132000 m
Canal Alignment and Longitudinal
RD 132000 m to RD 135000 m
Canal Alignment and Longitudinal
RD 135000 m to RD 138000 m
Canal Alignment and Longitudinal
RD 138000 m to RD 141000 m
Canal Alignment and Longitudinal
RD 141000 m to RD 144000 m
Canal Alignment and Longitudinal
RD 144000 to RD 147000 m
Canal Alignment and Longitudinal
RD 147000 m to RD 150000 m
Canal Alignment and Longitudinal
RD 150000 m to RD 153000 m
Canal Alignment and Longitudinal
RD 153000 m to RD 156000 m
Canal Alignment and Longitudinal
RD 156000 m to RD 159000 m
Canal Alignment and Longitudinal
RD 159000 m to RD 162000 m
clxxvii
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CWC Drawing
No.
PTNL-5900-P2549
PTNL-5900-P2550
PTNL-5900-P2551
PTNL-5900-P2552
PTNL-5900-P2553
PTNL-5900-P2554
PTNL-5900-P2555
PTNL-5900-P2556
PTNL-5900-P2557
PTNL-5900-P2558
PTNL-5900-P2559
PTNL-5900-P2560
PTNL-5900-P2561
PTNL-5900-P2562
PTNL-5900-P2563
PTNL-5900-P2564
PTNL-5900-P2565
PTNL-5900-P2566
PTNL-5900-P2567
PTNL-5900-P2568
Plate
No.
6.304
6.305
6.306
6.307
6.308
6.309
6.310
6.311
6.312
6.313
6.314
6.315
6.316
6.317
Description
Canal Alignment and Longitudinal Section from
RD 162000 m to RD 165000 m
Canal Alignment and Longitudinal Section from
RD 165000 m to RD 168000 m
Canal Alignment and Longitudinal Section from
RD 168000 m to RD 171000 m
Canal Alignment and Longitudinal Section from
RD 171000 m to RD 174000 m
Canal Alignment and Longitudinal Section from
RD 174000 m to RD 177360 m
Feeder Canals
Canal Alignment and Longitudinal Section from
RD 0.00 to RD 2859.91 m of Chasmandva
Feeder Canal
Canal Alignment and Longitudinal Section from
RD 0.00 to RD 3000.00 m of Interconnecting
Canal between Chikkar and Dabdar Reservoirs
Canal Alignment and Longitudinal Section from
RD 3000.00 m to RD 6000.00 m of
Interconnecting Canal between Chikkar and
Dabdar Reservoirs
Canal Alignment and Longitudinal Section from
RD 6000.00 m to RD 9000.00 m of
Interconnecting Canal between Chikkar and
Dabdar Reservoirs
Canal Alignment and Longitudinal Section from
RD 9000.00 m to RD 12000.00 m of
Interconnecting Canal between Chikkar and
Dabdar Reservoirs
Canal Alignment and Longitudinal Section from
RD 12000.00 m to RD 14341.97 m of
Interconnecting Canal between Chikkar and
Dabdar Reservoirs
Canal Alignment and Longitudinal Section from
RD 0.00 to RD 3100.00 m of Dabdar Feeder
Canal
Canal Alignment and Longitudinal Section from
RD 3100.00 m to RD 6200.00 m of Dabdar
Feeder Canal
Canal Alignment and Longitudinal Section from
clxxviii
CWC Drawing
No.
PTNL-5900-P2569
PTNL-5900-P2570
PTNL-5900-P2571
PTNL-5900-P2572
PTNL-5900-P2573
PTNL-5900-P2574
PTNL-5900-P2575
PTNL-5900-P2576
PTNL-5900-P2577
PTNL-5900-P2578
PTNL-5900-P2579
PTNL-5900-P2580
PTNL-5900-P2581
PTNL-5900-P-
Plate
No.
6.318
6.319
6.320
6.321
6.322
6.323
6.324
6.325
6.326
6.327
6.328
6.329
6.330
6.331
6.332
6.333
6.334
Description
CWC Drawing
No.
RD 6200.00 m to RD 9300.00 m of Dabdar 2582
Feeder Canal
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 9300.00 m to RD 12258.087 m of Dabdar 2583
Feeder Canal
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 0.00 to RD 3100.00 m of Kelwan Feeder 2584
Canal
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 3100.00 m to RD 6200.00 m of Kelwan 2585
Feeder Canal
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 6200.00 m to RD 7615.69 m of Kelwan 2586
Feeder Canal
Tapi-Narmada Reach
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 0.00 to RD 3000 m
2587
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 3000 m to RD 6000 m
2588
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 6000 m to RD 9000 m
2589
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 9000 m to RD 12000 m
2590
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 12000 m to RD 15000 m
2591
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 15000 m to RD 18000 m
2592
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 18000 m to RD 21000 m
2593
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 21000 m to RD 24000 m
2594
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 24000 m to RD 27000 m
2595
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 27000 m to RD 30000 m
2596
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 30000 m to RD 33000 m
2597
Canal Alignment and Longitudinal Section from PTNL-5900-PRD 33000 m to RD 36000 m
2598
Canal Alignment and Longitudinal Section from PTNL-5900-Pclxxix
Plate
No.
6.335
6.336
6.337
6.338
6.339
6.340
6.341
6.342
6.343
6.344
6.345
6.346
6.347
6.348
6.349
6.350
6.351
6.352
6.353
6.354
Description
RD 36000 m to RD 39000 m
Canal Alignment and Longitudinal
RD 39000 m to RD 42000 m
Canal Alignment and Longitudinal
RD 42000 m to RD 45000 m
Canal Alignment and Longitudinal
RD 45000 m to RD 48000 m
Canal Alignment and Longitudinal
RD 48000 m to RD 51000 m
Canal Alignment and Longitudinal
RD 51000 m to RD 54000 m
Canal Alignment and Longitudinal
RD 54000 m to RD 57000 m
Canal Alignment and Longitudinal
RD 57000 m to RD 60000 m
Canal Alignment and Longitudinal
RD 60000 m to RD 63000 m
Canal Alignment and Longitudinal
RD 63000 m to RD 66000 m
Canal Alignment and Longitudinal
RD 66000 m to RD 69000 m
Canal Alignment and Longitudinal
RD 69000 m to RD 72000 m
Canal Alignment and Longitudinal
RD 72000 m to RD 75000 m
Canal Alignment and Longitudinal
RD 75000 m to RD 78000 m
Canal Alignment and Longitudinal
RD 78000 m to RD 81000 m
Canal Alignment and Longitudinal
RD 81000 m to RD 84000 m
Canal Alignment and Longitudinal
RD 84000 m to RD 87000 m
Canal Alignment and Longitudinal
RD 87000 m to RD 90000 m
Canal Alignment and Longitudinal
RD 90000 m to RD 93000 m
Canal Alignment and Longitudinal
RD 93000 m to RD 96000 m
Canal Alignment and Longitudinal
clxxx
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Section from
Section from
CWC Drawing
No.
2599
PTNL-5900-P2600
PTNL-5900-P2601
PTNL-5900-P2602
PTNL-5900-P2603
PTNL-5900-P2604
PTNL-5900-P2605
PTNL-5900-P2606
PTNL-5900-P2607
PTNL-5900-P2608
PTNL-5900-P2609
PTNL-5900-P2610
PTNL-5900-P2611
PTNL-5900-P2612
PTNL-5900-P2613
PTNL-5900-P2614
PTNL-5900-P2615
PTNL-5900-P2616
PTNL-5900-P2617
PTNL-5900-P2618
PTNL-5900-P-
Plate
No.
6.355
6.356
6.357
6.358
6.359
6.360
6.361
6.362
6.363
6.364
6.365
6.366
6.367
6.368
6.369
6.370
6.371
6.372
6.373
6.374
Description
RD 96000 m to RD 99000 m
Canal Alignment and Longitudinal
RD 99000 m to RD 102000 m
Canal Alignment and Longitudinal
RD 102000 m to RD 105000 m
Canal Alignment and Longitudinal
RD 105000 m to RD 108000 m
Canal Alignment and Longitudinal
RD 108000 m to RD 111000 m
Canal Alignment and Longitudinal
RD 111000 m to RD 114000 m
Canal Alignment and Longitudinal
RD 114000 m to RD 117000 m
Canal Alignment and Longitudinal
RD 117000 m to RD 120000 m
Canal Alignment and Longitudinal
RD 120000 m to RD 123000 m
Canal Alignment and Longitudinal
RD 123000 m to RD 126000 m
Canal Alignment and Longitudinal
RD 126000 m to RD 129000 m
Canal Alignment and Longitudinal
RD 129000 m to RD 132000 m
Canal Alignment and Longitudinal
RD 132000 m to RD 135000 m
Canal Alignment and Longitudinal
RD 135000 m to RD 138000 m
Canal Alignment and Longitudinal
RD 138000 m to RD 141000 m
Canal Alignment and Longitudinal
RD 141000 m to RD 144000 m
Canal Alignment and Longitudinal
RD 144000 to RD 147000 m
Canal Alignment and Longitudinal
RD 147000 m to RD 150000 m
Canal Alignment and Longitudinal
RD 150000 m to RD 153000 m
Canal Alignment and Longitudinal
RD 153000 m to RD 156000 m
Canal Alignment and Longitudinal
clxxxi
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Section from
Section from
Section from
Section from
Section from
Section from
CWC Drawing
No.
2619
PTNL-5900-P2620
PTNL-5900-P2621
PTNL-5900-P2622
PTNL-5900-P2623
PTNL-5900-P2624
PTNL-5900-P2625
PTNL-5900-P2626
PTNL-5900-P2627
PTNL-5900-P2628
PTNL-5900-P2629
PTNL-5900-P2630
PTNL-5900-P2631
PTNL-5900-P2632
PTNL-5900-P2633
PTNL-5900-P2634
PTNL-5900-P2635
PTNL-5900-P2636
PTNL-5900-P2637
PTNL-5900-P2638
PTNL-5900-P-
Plate
No.
6.375
6.376
6.377
6.378
6.379
6.380
6.381
6.382
6.383
6.384
6.385
6.386
6.387
6.388
6.389
6.390
6.391
6.392
6.393
Description
RD 156000 m to RD 159000 m
Canal Alignment and Longitudinal Section from
RD 159000 m to RD 162000 m
Canal Alignment and Longitudinal Section from
RD 162000 m to RD 165000 m
Canal Alignment and Longitudinal Section from
RD 165000 m to RD 168000 m
Canal Alignment and Longitudinal Section from
RD 168000 m to RD 171000 m
Canal Alignment and Longitudinal Section from
RD 171000 m to RD 174000 m
Canal Alignment and Longitudinal Section from
RD 174000 m to RD 177000 m
Canal Alignment and Longitudinal Section from
RD 177000 m to RD 180000 m
Canal Alignment and Longitudinal Section from
RD 180000 m to RD 183000 m
Canal Alignment and Longitudinal Section from
RD 183000 m to RD 186000 m
Canal Alignment and Longitudinal Section from
RD 186000 m to RD 189000 m
Canal Alignment and Longitudinal Section from
RD 189000 m to RD 191307.40 m
CD Structures
General Layout Map of Aqueducts and Culverts
in Par-Tapi Reach
General Layout Map of Aqueducts and Culverts
in Tapi-Narmada Reach
General Layout Map of Superpassage in ParTapi and Tapi-Narmada Reach
General Layout Map of Head / Cross Regulator
at Par-Tapi and Tapi-Narmada Reach
General Layout Map of Canal Syphons and
Syphon Aqueduct in Par-Tapi Reach
General Layout Map of Canal Syphons and
Syphon Aqueduct in Tapi-Narmada Reach
General Layout Map of Road and Railway
Bridges in Par-Tapi Reach
General Layout Map of Road and Railway
Bridges in Tapi-Narmada Reach
clxxxii
CWC Drawing
No.
2639
PTNL-5900-P2640
PTNL-5900-P2641
PTNL-5900-P2642
PTNL-5900-P2643
PTNL-5900-P2644
PTNL-5900-P2645
PTNL-5900-P2646
PTNL-5900-P2647
PTNL-5900-P2648
PTNL-5900-P2649
PTNL-5900-P2650
PTNL-5900-P2651
PTNL-5900-P2652
PTNL-5900-P2653
PTNL-5900-P2654
PTNL-5900-P2655
PTNL-5900-P2656
PTNL-5900-P2657
PTNL-5900-P2658
Plate
No.
6.394
Description
6.406
Typical Details of Double Lane Road Bridge
Across Canal of Bed Width 15 m
Typical Details of Double Lane Road Bridge
Across Canal of Bed Width 21.80 m
Typical Details of Double Lane Road Bridge
Across Canal of Bed Width 5.50 m
Typical Details of Double Lane Road Bridge
Across Canal of Bed Width 8.50 m
Typical Details of Single Lane Road Bridge
Across Canal of Bed Width 15 m
Typical Details of Single Lane Road Bridge
Across Canal of Bed Width 21.80 m
Typical Details of Single Lane Road Bridge
Across Canal of Bed Width 5.50 m
Typical Details of Single Lane Road Bridge
Across Canal of Bed Width 8.50 m
Typical Details of Aqueducts in the Reach RD
0.000 km to RD 60.070 km and Feeder Canals
Typical Details of Aqueducts in the Reach RD
60.070 km to RD 108.250 km
Typical Details of Aqueducts in the Reach RD
108.250 km to RD 129.600 km
Typical Details of Aqueducts in the Reach RD
129.600 km to RD 177.736 km
Typical Details of Superpassages
6.407
Typical Details of Syphon Aqueducts
6.408
Typical Details of Canal Syphons
6.409
Typical Details of Feeder Canal Out Fall
6.410
Typical Details of Pipe Culverts / Box Culvert
6.411
Typical Details of Cross Regulator
6.412
Typical Details of Head Regulator (Type A&B)
and Escape on Main Canal Escape
Construction Adit (5.50 m X 5.75 m, D-Shape)
Typical Excavation and Rock Support Details of
6.395
6.396
6.397
6.398
6.399
6.400
6.401
6.402
6.403
6.404
6.405
6.413
clxxxiii
CWC Drawing
No.
PTNL-5900-P2659
PTNL-5900-P2660
PTNL-5900-P2661
PTNL-5900-P2662
PTNL-5900-P2663
PTNL-5900-P2664
PTNL-5900-P2665
PTNL-5900-P2666
PTNL-5900-P2667
PTNL-5900-P2668
PTNL-5900-P2669
PTNL-5900-P2670
PTNL-5900-P2671
PTNL-5900-P2672
PTNL-5900-P2673
PTNL-5900-P2674
PTNL-5900-P2675
PTNL-5900-P2676
PTNL-5900-P2677
PTNL-5900-P2678
Plate
No.
6.414
6.415
Description
Tunnels in Par-Tapi Reach
Typical Concrete Lining and Grouting Details of
Tunnels in Par-Tapi Reach
Typical Construction Tunnel Portal Excavation
Support Details of Entry and Exit Portal of
Tunnels in Par-Tapi Reach
clxxxiv
CWC Drawing
No.
PTNL-5900-P2679
PTNL-5900-P2680