SEM
MESTER–
–I
Solaapur Un
niversity,, Solapur
M.E.
M (Civiil-Water R
Resources Engineering) – I
Choice
C
Baseed Credit System Syllaabus-(w.e.f.22015-16)
O
OPTIMIZAT
TION TECH
HNIQUES
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1hr/week
Theory: 1000 Marks,
Term workk: 25 Marks
SE
ECTION-I
m concepts,, definitionss, Needs forr system appproach, Diffferent
1) System Conccepts: System
(6))
tyypes of systeem parameteers and variabbles.
Linear Prograamming: Revision, Big M Method, Duality,
D
Sennsitivity anallysis. Appliccation
2) L
of Linear Programming for
f Hydrauliccs & Water Resources
R
E
Engineering
p
problems
(7))
Non Linearr Programm
ming: Uncconstrained one Dim
mensional search methhods,
3) N
D
Dichotomous
s search meethod, Fibonnacci, Goldeen section, Multivariabl
M
le unconstraained,
G
Gradient
tecchniques, Steepest
S
asccent and descent
d
meethods, New
wton’s methhods,
A
Application
of
o Dichotom
mous search method, Fib
bonacci & Golden
G
sectio
on to the vaarious
seectors of Waater Resource Engineerinng, constrainned Lagrangian multiplieer techniques
(8))
SE
ECTION-II
Dynamic Pro
ogramming: Principle oof optimalityy, Recursivve equationss. Applicatioon of
4) D
D
Dynamic
prog
gramming too Water Resource Enginneering probllems.
(8))
M
Q
Queuing
theeory, Simuulation techhnique, Seqquencing model,
m
5) Stochastic Methods:
M
Morkov’s
proocess
(8))
G
Theorry.
6) Games
(5))
Referencces:
(1) Optimization
O
theory and application
a
– S.S. Rao, New
N Age Intternational P.
P Ltd.
(2) Opptimization Concepts
C
and applicationns in Engineeering – A. D
D. Belegundu
u, T.R.
Chandrupatla, Pearson Edducation Asiia.
(3) Principles of Operations
O
Research
R
for Managemennt – F. S. Buudnick, D. McLeavey,
M
R..
M
Mojena,
Richaard D. Irwinn, INC.
(4) Opperation Ressearch an intrroduction – H. A. Taha, Eastern Ecoonomy Edition.
(5) Opperation Ressearch – R. Pannerselvam
P
m, PHI Publiications.
(6) Prrinciples of Operation
O
R
Research
– Wagner.
W
Prenntice Hall off India, New Delhi.
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
ENGINEE
ERING HYD
DROLOGY AND
A
HYDRO
OLOGIC SY
YSTEMS
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 Marks,
Term workk: 25 Marks
SE
ECTION-I
Physical and
d systems A
Approach, Systems
S
conncept,
1) Inntroduction : Hydrologgic cycle, P
L
Linear
and non
n linear systems,
s
Luumped and Distributed
D
Systems, Deterministic
D
c and
Stochastic Systems, Tim
me Invariannt Systems,, Nature off Problems in Engineeering
H
Hydrology.
(6))
Hydrograph Analysis:
A
Inffiltration, Efffective Rainnfall, Runofff, Runoff com
mponents, Direct
D
2) H
R
Runoff
Hydroograph.
(5))
Unit Hydrogrraph Theoryy : Linear Tiime Invarian
nt System, Response
R
Funnctions of L
Linear
3) U
Systems, Derrivation of Non
N Parameetric Unit Hyydrograph frrom Single Storm and Multi
M
H
Instantaneouus Unit Hydrrograph.
(5))
Storm Eventss, S-Curve Hydrograph,
Rain fall: Ruun off Analyysis: Review
w of rational Methods, Conceptual
C
M
Model,
Clarkk and
4) R
N
Nash
Modelss Derivationn of Unit Hyydrograph for
f ungaugedd catchmentts, Syntheticc unit
H
Hydrograph.
(5))
SE
ECTION-II
Hydrologic Statistics:
S
P
Probabilistic
Treatment of Hydrollogic Data, Frequencyy and
5) H
Probability Functions,
F
Sttatistical parrameters, Frequency anaalysis, annuaal maximum
m and
Design floodd.
(7))
partial duratioon series moodels, Regionnal frequenccy analysis, D
Hydrologic Flood
F
Routiing: Reservooir routing, Channel roouting, Estiimation of flood
6) H
roouting modeels, Flood forrecasting, annalog modelss, Real time flood forecaasting.
(6))
Applications of remote sensing andd GIS in hyydrology: G
Geomorpholo
ogic hydroloogical
7) A
L
Land
use and
d soil mappinng using rem
mote sensingg, Evaluationn of water reesources poteential
using remotee sensed datta, Areal Asssessment off floods Inuundated Areaas, Soil moiisture
R
Waterrs, Watersheed Managem
ment using Remote Sennsing
arreas and poollution of River
T
Techniques,
C
Concepts
off Geographiccal informatiion Systemss (GIS) and its application in
H
Hydrologic
Studies.
S
(8))
Referencces:
1. C
Chow, V.T. Maidment, D.R. and M
Mays, L.W. (1988), “Appplied Hydroology”. McG
Graw
H Inc. N. York.
Hill
Y
2. Singh, V.P. (1986), ”Hyddrologic Systtems”, Prenttice Hall, N. York
D
3. Singh, V.P. (1992), “Elementary Hydrology”, Prrentice Hall of India, N Delhi.
H
C.T. (19995), ”Statisstical Methods in Hydrollogy”, East W
West Press, New
N Delhi.
4. Haan
5. Viessman,
V
W,
W Lewis, G.L
L. and Knappp, J.W. (19889), “Introduuction to Hyydrology”, Harper
H
annd Row Pub
blications Incc. Singaporee.
6. Ponce, W.F
F. (1987), “Engineeriing Hydrollogy, “Rem
mote Sensin
ng and Im
mage
Innterpretationn”, John Wileey & Sons.
7. Lillesand,
L
T.M. and Kieefer, R.H. (1994) “Rem
mote sensingg and Imagee Interpretattion”,
Jo
ohn Wiley & Sons.
Term Wo
ork:
Term worrk shall conssist of a set off minimum seven tutorialls on the topiics mentionedd in syllabus.
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
GR
ROUND WA
ATER ENGIN
NEERING
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1hr/week
Theory: 1000 Marks,
Term workk: 25 Marks
SE
ECTION-I
Hydrogeologyy : Porosiity and peermeability of Rocks, Groundwaater in Ignneous,
1) H
M
Metamorphic
c Sedimentaary rocks aand non ind
dustrated seediments, Hydro
H
geoloogical
reegions of India, Surfface and suubsurface geophysical
g
methods for
f
groundw
water
exxplorations.
(7))
Well Hydraulics: Aquifers and aquiffer parameteers, Darcy’s law, Hydraaulic conductivity
2) W
annd its chaaracteristics, Dupuit’s equation, Groundwateer flow direction, Stteady
grroundwater flow, Grounndwater flow
w equation,
(7))
Estimation off aquifer parrameters from
m pumping test data, Grraphical tech
hniques and their
3) E
limitations, Groundwater
G
r well losses, Interferennce among wells,
w
Potenntial flow, Im
mage
w theory annd its appliccations in grooundwater fllow.
well
(7))
SE
ECTION-II
Water well deesign and well
w drilling: Well screenn, Developm
ment and com
mpletion of w
wells,
4) W
R
Rotary
drillin
ng and rotaryy percussion drilling, Maaintenance of wells.
(7))
Groundwater managemen
nt: Conjuncttive use, Altternative bassin yields, A
Artificial rechharge
5) G
of groundwatter, Groundw
water qualityy, case study.
(6))
Groundwater modeling: Groundwateer flow, Maathematical aanalog and digital moddeling
6) G
caase studies, Regional
R
grooundwater m
modeling.
(8))
Referencces:
Todd, D.K. (11995), “Grouundwater Hyydrology”, John
J
Wiley & Sons, Sing
gapore.
1. T
2. Raghunath,
R
H.M.
H
(1992) “Groundwatter” Wiley Eastern
E
Ltd., N. Delhi.
3. Garg,
G
S.P. (11993) “Grouundwater andd Tube Wellls”, Oxford and IBH Publishing Co. N.
D
Delhi.
4. Domenico
D
(11972), “Conncepts and Models
M
in Groundwater
G
r Hydrologyy”, McGraw
w Hill
Innc., New Yoork.
5. W.C.
W Walton; Groundwateer Modelllingg Utilities, Leewis Publicaations, Boca-R
Raton, 1992..
6. K.R.
K Karanth;; Groundwateer Assessmennt Developm
ment and Mannagement, Taata McGraw H
Hill
N Delhi, 19990.
New
7. R.
R Willis and W.W.G. Yeeh; Groundwaater Systemss Planning annd Managem
ment, Prenticee Hall
N Jersey, 1987.
New
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
ADVAN
NCED FLU
UID MECHA
ANICS
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1hr/week
Theory: 1000 Marks
Term workk: 25 Marks
SE
ECTION-I
o Fluid Meechanics, Sttructure of Fluid mech
hanics based on
1) Inntroduction : Survey of
R
Rheological,
Dilational, Temporal V
Variation, Fluid
F
Type, Motion Chharacteristicss and
sp
patial Dimeensionality Consideratio
C
ons, Approaches in Sollving Fluid Flow Problems,
Fundamental Idealization
ns and Desccriptions of Fluid motioon, Quantitattive definitioon of
w, Reynoldss Transport Theorem,
T
M Momenttum and eneergy conservvation
Mass
Fluid and flow
w.
(7))
Principles forr Fluid Flow
ns, 2-dimensional Streaam Functionn and
2) Potential Floow: Frictionlless Irrotatioonal Motion
V
Velocity
Pottential Function in Carrtesian and Cylindrical Polar Coorrdinate Systtems,
Standard pattterns of Flo
ow, Sources,, Sink, Methhod of imagges in Solviing Groundw
water
ms, methods of Conform
mal Transform
mations.
(7))
Flow problem
Viscous Flow
w and Bounndary Layerr Theory : Study of L
Local Behavvior, Differeential
3) V
A
Approaches
i Analysis Viscous Floows, Equatioon of Motion of Viscouus flow, Navvier –
in
Stokes Equattions, Exact and approxiimate solutio
on of N-S eqquations, Heele – Shaw Flow,
F
C
Creeping
Flo
ow past a sphere, Bouundary layeer concepts, Prandtl’s Boundary Layer
L
E
Equations,
Laaminar Bounndary Layerr Along a Flat Plate, Inntegral Mom
mentum Equaation,
B
Blasius
Soluttion.
(7))
SE
ECTION-II
Turbulence in
i Fluid Flo
ow: Origin of Turbuleence, Statisttical analysiis of turbullence,
4) T
R
Reynolds
eq
quations for turbulence, Theories of Turbulent shear Sttresses, Vellocity
diistribution in
i smooth and
a
rough ppipes, Resisstance coeffficients for pipes, Turbbulent
boundary layeer and bounddary layer seeparation.
(7))
Design of Testing of Mod
dels: Designn of an experriment, Dim
mensional Annalysis, Com
mplete
5) D
seet of Dimennsionless paarameters, Dimensional
D
l Analysis oof Long steeps, Shortcuuts in
diimensional analysis, Prractical Signnificance off Key Modeeling Param
meters, Desiggn of
M
Model
and model
m
tests.
(8))
Diffusion: Eqquations of Fluid
F
Dynam
mics for a Miixture of Fluids, Dispersiion o Pollutaant in
6) D
a Fluid mediuum, coefficieent of Mass Transfer.
(6))
Referencces:
1)
2)
3)
4)
5)
6)
Valentine, H.R. (1970), “Applied
V
“
Hydrodynamics”, International Text Buutterworth.
W
White,
F.M. (1980),
(
“Visscous Fluid F
Flow”, McG
Graw Hill Pubb. Co. N. Yoork
Y
Yalin,
M.S. (1971) “Theo
ory of Hydraaulic Modelss”, McMillann Co.
M
Mohanthy
A.K.(1994) Fluuid Mechanics”, Prenticce Hall of Inddia, New Deelhi.
H Vallenttine, Appliedd Hydrodynaamics , ELBS Publicatioon
H.R.
V
Victor
L Streeeter & E.B. Wylie, Fluiid Mechanics, Mc-Graw Hill
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
Electivve –I (WAT
TER SUPPL
LY SYSTEM
MS)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1hr/week
Theory: 1000 Marks
Term workk: 25 Marks
SE
ECTION-I
o water, waater Supply , Water Suupply
1) Inntroduction : Water Reequirements , Sources of
C
Consideration
ns ,Water Qu
uality , Drinkking Water Standards ,S
Secondary Standards
S
– Toxic
T
W
Water
Pollutaants , Qualiity Criteria for surface Water, purppose of Waater Treatmeent –
Selection of Water
W
processses Water –Processing
–
Sludge.
(7))
Conventionall Treatment processes : Sedimenttation , Typpe of sedim
mentation , Zone
2) C
Setting, Filtraation, Gravitty Granular, Media Filtrration ,Headd Losses, Baack Washingg and
M
Media
Filtration , Head Losses,
L
Backk Washing and
a Media Fluidization, - Pressure Filters
F
– Slow sand Filters, Coagulation annd flocculattion, Coagullants, Coaguulant aids, Rapid
R
M
Mixing
Devicces, Disinfecction Methodds ,Fluoridattion, De fluooridation.
(8))
Water Softenning: Lime Soda Proceess, Variatioons-Ion Exchhange Softening and N
Nitrate
3) W
R
Removal.
(6))
SE
ECTION-II
moval: Iron C
Corrosion, Water
W
Stabilizzation – Cath
hodic Protecction.
4) Irron and Mannganese Rem
(5))
T and Odo
or: Method of
o control, Aeeration, Adssorption and Control of Algae
A
Growtth.
5) Test
(5))
R
of Dissolved Salt
S : Distillaation ,Reversse Osmosis ,Electrolysiss
6) Reduction
(5))
Transportatioon and Distrribution of Water:
W
Aqueeducts, Hydrraulic Consiideration, Design
7) T
of Transportaation System
m, Distributioon Reservoirrs and Servicce Storage.
(6))
Referencces:
man Jr., Marrk J Hsmmerr (1990) Watter Supply an
nd Pollutionn Control. McGraw
M
1. Viessm
Internaational Edition
2. Peavy H. S., Row D. R., and Techbanaglo
T
us, G.(1995)) Environmeental Engineeering
n.
McGrraw Internatiional Edition
G
okun (1990): Waater Supply Engineering,
E
, John Wileyy.
3. Fair, Geyer,
4. Turbuiit T. H. Y. (11998): “Prinnciples of Waater Quality Control”, Peergamon Preess.
Term Wo
ork:
Term worrk shall conssist of a set off minimum seven tutorialls on the topiics mentionedd in syllabus.
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
Elective – I (TECHNIIQUES OF WATER APPLICATI
A
ION)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1hr/week
Theory: 1000 Marks
Term workk: 25 Marks
ECTION-I
SE
Water Conveyance
C
Techniquess:
Conveyance through Oppen channel,, Lined and unlined channels, typees of liningss and
1) C
ecconomics off lined channnels.
(5))
Cross-drainagge works annd regulatingg structures. Types of C
C.D. work suuch as aquedducts,
2) C
su
uper-passagee, canal siphhons and culvverts: the layyout and hyddraulic desiggn concept.
(5))
M head regulators, crooss regulatorrs and distribbutory head regulators. Their
T
layoutts and
3) Main
hyydraulic dessign considerrations.
(5))
Conveyance through clo
osed conduuit system, elements, ccontrolling devices, geeneral
4) C
cooncepts of hydraulic
h
dessign.
(6))
SE
ECTION-II
Wateer Applicatiion Techniq
ques:
Lift irrigatio
on- Generaal concepts, elements of lift irrigation scchemes. Design
5) L
coonsiderationn involved in
i intake well, jackwelll, rising maain and disttribution system.
C
Concept
of coost economiccs.
(7))
Drip Irrigatioon: General concept, advvantages and disadvantaages. Compoonents of syystem
6) D
tyypes of sprinnklers, design
n concepts.
(7))
o the
7) Sprinkler irriggation: General conceptt, advantages and disadvvantages. Coomponents of
ystem types of sprinklers, design conncepts.
(7))
sy
Referencces:
1
2
3
4
Israelsen Henson- “Irrigation Prinnciples and Practices”,
P
Joohn Wiley.
B
of irrigation Technology” ,CRC
C Press Inc.,, Florida
Finkel, H.J. -“Hand Book
R H.- “Irrigaation system
m design”, Prrentice Hall..
Cuenca, R.
Khushanii- “ Irrigationn system dessign-Vol. III, Oxford andd IBH.
Term Wo
ork:
Term worrk shall conssist of a set off minimum seven tutorialls on the topiics mentionedd in syllabus.
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
Electivve- I (GIS APPLICATI
A
IONS IN W
WATER RES
SOURCES ENGINEER
RING)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
R
Senssing and GIS
S in Water R
Resource annd Environm
mental
1) Inntroduction: Scope of Remote
Systems – Geeomorphologgical, Hydroological and Land
L
use Mapping.
(6))
Evaluation off Water Resoources Potenntial Rainfalll Runoff moodeling using remote sennsing
2) E
innputs.
(5))
D
Studdies: Flood plain
p
zoningg, inundatedd areas, evalluation moddels –
3) Flood and Draught
D
Draught
assiggnment and monitoring.
m
(5))
Command Area
A
Studiess: Croppingg patterns, conditions of crops, iirrigation syystem
4) C
performance, crop yield estimation.
e
(5))
SE
ECTION-II
GIS, Hydroloogy and Resources Maanagement – Watershedd developmeent, measureement
5) G
opptions, inven
ntory.
(6))
R
Sensiing in Snow
w Cover Studdies – Snowm
melt Runoff.
6) Remote
(5))
Reservoir Sedimentation, Erosion and Dep
position, Caatchment Area
A
Treatm
ment,
7) R
E
Estimation
off Sediment Load,
L
Use off models.
(5))
Environmentaal Applicatiions, Urbann Storm waater Studiess, Soil wasste managem
ment,
8) E
w
wetlands
nonpoint sourcees pollution.
(5))
Referencces:
Lillesand, J.T
T.M. and Kiefer
K
R.W., (1994), Rem
mote Sensinng and Imagge Interpretaation”
1. L
Jo
ohn Wiley annd Sons, N York
Y
2. Swain P.H., and S.M. Davis,
D
(1987)), “Remote Sensing – T
The Quantitaative Approach”,
M
McGraw
Hilll Publishing Company, N.
N York.’
3. Lyon,
L
J.G. an
nd Mc Larthy, J., (1996)), “Wetland and Environnmental Appplication of GIS”,
G
L
Lewis
Publishher, Washing
gton.
4. R.Michael
R
H
Hord,
Remotte sensing methods
m
& ap
pplications, W
Wiley Intersccience
Publication.
n Civil Enginneering.
5. J..M. Kennie & M.C. Matthews Remotte sensing in
6. Inntegration off GIS and Reemote Sensinng, Victor Mesev
M
, ISBN
N: 978-0-4700-86409-8.,
W
Wiley
Publicaations
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
Elective-- I: (COMPU
UTATIONAL
L AND STAT
TISTICAL METHODS)
M
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term work
k: 25 Marks
SE
ECTION-I
1) N
Numerical Sollution of Ord
dinary Differrential Equatiions : Solutioon by Taylorr’s Series, Euler’s
E
M
Method,
Rungge Kutta Metthods, Solutioon of Algebrraic and Trannscendental equations,
e
Neewton
R
Raphson,
Bisection methodd.
(7))
2) Finite Elementts method : Basic
B
Conceptts, Solution of
o Discrete Prroblems, Steaady State and Time
D
Dependent
Conntinuous Prob
blems, Appliccation of Finite method thrrough illustrattive exampless.
(7))
3) C
Classification and Presentation of dataa, Basic Conncepts of Probability, Prrobability Axxioms,
A
Analysis
and Treatment of
o Data, Poppulation and Samples, M
Measures of Central Tenddency
M
Measures
of Dispersions,
D
M
Measures
of Syymmetry.
(7))
SE
ECTION-II
4) Prrobability Distributions
D
: Discrete and
a
Continuuous Probability Distribu
ution Functioons –
B
Binomial,
Poissson, Normal,, Lognormal, Transformatiions to Normal Distributio
ons, Extreme Value
V
D
Distributions,
Parameter Esstimation – M
Methods of Moments,
M
Meethod of Maxximum Likeliihood,
Prrobability Weeighted Mom
ments and Leasst Square Metthods.
(7))
5) R
Regression Analysis : Sim
mple Linear Regression,, Evaluation of Regressiion – Confiddence
In
ntervals and Tests of Hyppothesis – M
Multiple linearr Regression – Correlatioon and Regreession
A
Analysis.
(7))
6) Fuuzzy logic, Neural
N
Netwoorks and Gennetic Algorith
hms : Introdduction, Conccepts, Basic Fuzzy
F
M
Mathematical
Operations, Mathematica
M
al Model of Neuron,
N
Learrning Algorithhms, Architeecture,
In
ntroduction too genetic algoorithm, Operaators, Applicattions.
(7))
References:
1.
2.
3.
4.
5.
Gupta S.P.. (1999) “Stattistical Methoods “ , S. Channd & Sons
Hann C.T., (1995), “Staatistical Methhods in Hydro
ology”, East West
W Press, New
N Delhi.
S. (1995), “Inntroductory M
Methods of Numerical
N
Annalysis “, Pren
ntice Hall of India
Sastry, S.S
(P) Ltd., New
N Delhi.
Rao V & H.
H Rao, (1996
6), “C++, Neeural Networkks and Fuzzy Logic, BPB Publications,, New
Delhi.
Goldberg, D.E. (200
0), “Geneticc Algorithm
ms in Searchh, Optimizattion & Macchine
W
Longgman (Singaapore) Pte. L
Ltd., Indian Branch,
B
Delhhi.
Learning””, Addison Wesley
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
SEM
MINAR – I
Teachingg Scheme:
Examinatiion Scheme:
Theory: 2 hrs/week
Term work
k: 50 Marks
Seminar is a course requirementt, wherein uunder the gu
uidance of a faculty adv
visor, a studeent is
expected to do in-dep
pth study in a specialized area by carrrying out a litterature surv
vey, understannding
different aspects relaated to that area,
a
prepariing a status report basedd on the toppic chosen. For
F a
c
a stuudent is expeected to learnn investigatioon methodologies, study relevant ressearch
seminar course,
papers, correlate
c
worrk of variouss authors/ressearchers critically, studyy the conceppts, techniquues &
prevailingg results, anaalyze those, prepare
p
a sem
minar report on all these aspects. It shhall be manddatory
to submitt detailed sem
minar report and give a sseminar preseentation befoore a panel constituted foor this
purpose. The grading shall be donne on the bassis of the deppth of the woork done, undderstanding of
o the
problem, technical quuality of the report prepareed and presenntation givenn by the studeent.
Solapur U
University, Solapur
S
M.E. (C
Civil-Water R
Resources Engineering
E
g) – I
HYDR
RAULIC AN
ND HYDRO
OLOGIC DESIGN
D
LA
ABORATOR
RY
Teachingg Scheme:
E
Examination Scheme:
Practical: 2 hrs/weekk
T
Term work: 25
2 Marks
List of practicals:
1.
2.
3.
4.
5.
6.
7.
8.
Analysis of Precipitation
A
P
Data
D
Determination
n of Yield frrom A Catchhment
D
Derivation
off Unit Hydroograph, Estim
mation of Deesign Flood
R
Regional
Floood Frequenccy Analysis
H
Hydrologic
an
nd Hydraulic flood routiing
D
Derivation
off Synthetic Unit
U Hydrogrraph
C
Computation
of Backwater and Draw
wdown Curvees
A
Analysis
of Distribution
D
Networks
N
Referencces:
1. Chow,, V.T, Maidm
ment, D.R, and
a Mays, L..W, Appliedd Hydrology,, Tata McGrraw Hill Edittion,
2010.
2. McCuen R.H, Hyd
drologic Anaalysis and Design, Prentiice Hall Inc.. New York, 2005.
3. Terry Sturm, Open
n Channel Hydraulics,
H
T
Tata McGraw
w Hill Pub., 2011.
2
4. Warrenn Viessman,, Jr., and Lew
wis G.L, Intrroduction to Hydrology,, Prentice Haall India Pvt.
Ltd., New
N Delhi, 2008.
2
5. Linsleyy Kolhar & Paulhas , Appplied Hydroology, Mc-G
Graw Hill
6. S.K. Garg,
G
Water Resource
R
& Hydrology
7. K. Subbramanya, Engineering
E
Hydrology
H
T Mc-Graaw Hill.
Tata
SEM
MESTER--II
Solap
pur Universityy, Solapur
M..E. (Civil--Water R
Resources Engineerring) – II
Ch
hoice Based Credit Systtem Syllabu
us (w.e.f.Jun
ne 2015-16)
HYDRAUL
H
LIC STRUC
CTURES
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
Masonry and
d concrete daams. Evaluattion of theorry of designn, Earth quak
ke forces onn dam
1) M
annd water maass, up-lift fo
orce. Strengtthening and raising
r
of daams, High daams.
(5))
Arch dams – Developmen
nt of arch daams, equatio
ons of cylinddrical shells, general conncepts
2) A
abbout trial loaad method annd elastic shhell method.
(5))
Counter fort and hollow dams – Gennesis of the style,
s
pros aand cons. Geeneral stabiliity of
3) C
thhe dam.
(4))
R
damss – General Design princciples, methods of consttructions andd compactionn.
4) Rockfill
(4))
5) Innstrumentatiion in dams.
(3))
SE
ECTION-II
Earth dams – Calculation
n and controol of seepagee through daam and foun
ndation. Draiinage
6) E
of earth damss, design of filters,
f
design of earth daams.
(6))
D
on of capaciity, Types, ogee,
o
side cchannel, chu
ute, shaft, sipphon,
7) Spillways – Determinatio
ettc. general laayout and ellements, Bassic Principles of hydraullic design. Ennergy dissippation
arrrangementss.
(5))
m, vertical liift, automatiic gates. Geeneral
8) Spillway Gattes – Types such as Taainter, drum
e
andd basic princciples of desiign.
(5))
diiscussion abbout layout, elements
Outlets throuugh dams – Pressure and non-prressure outllets, types, layouts, geeneral
9) O
arrrangement and compponents, natture of flow in outleets, head losses, hydrraulic
coonsiderationns involved inn the designn of high heaad outlets.
(5))
Referencces:
Creager, Justiin, Hinds – “Engineering
“
g for dams Vol.
V I, II, III..
1. C
2. Sharma, H.D. “Concrete Dams”
G
S.K. (1988) “Irrigaation Engineering and Hydraulic
H
Struuctures”, Kh
hanna Publisshers,
3. Garg,
D
Delhi.
4. Deesign of Smaall Dam – U.
U S. B. R., O
OXFORD & IBH pub.co.
5. Leeliavsky, Deesign of Hyd
draulic Structtures Vol. I & II –
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
WATER
R RESOURC
CES SYSTE
EMS PLAN
NNING & M
MANAGEM
MENT
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
nalysis to Prroblems in Water
W
Resources
1) Inntroduction: General Prrinciples of Systems An
E
Engineering,
Objectives of
o water resoources system
ms Socio – E
Economic Characteristiccs.
(6))
E
An
nalysis of Water
W
Resourrces System
ms : Principlees of Engineeering Econnomy,
2) Economic
C
Capital,
Interrest and Intterest rate, T
Time Value of Money,, Depreciatioon, Benefit Cost
E
Evaluation,
Discounting
D
T
Techniques,
Socio – Ecoonomic Anallysis.
(8))
Water Quantiity Managem
ment: Surfacce water stoorage requireements, storage capacityy and
3) W
yield, reservooir design, water
w
allocaations for water
w
supply,, irrigation, hydropowerr and
(7))
fllood control reservoir opperations.
SE
ECTION-II
ment,
4) Planning of an Irrigation system, irrigation scheduling, groundwatter managem
u of surfacce and subsuurface waterr resources, Design of water
w
conveyyance
coonjunctive use
annd distribution systems.
(7))
Water Qualitty Managem
ment: Water Quality Ob
bjectives annd Standardss, Water Quuality
5) W
C
Control
Moddels, Flow Augmentatiion, Wastew
water Transpport System
ms, River Water
W
Q
Quality
Modeels.
(7))
Legal Aspectts of water & Environm
ment System
ms: Principlees of Law Applied
A
to W
Water
6) L
R
Rights
and water
w
allocattion, water llaws. Enviro
onmental protection law
w. Environm
mental
coonstraints on
n Water Reso
ources Deveelopment.
(7))
Referencces:
1. L
Loucks, D.P
P., Stedingerr, J.R. andd Haith, D.A
A. (1982) “Water Ressources Sysstems
Planning and Analysis”, Prentice
P
Halll Inc. N. Yoork
C
M.C.
M
(1987)), “Water Reesources Systems Plannning and Maanagement”, Tata
2. Chaturvedi,
M
McGraw
Hilll Pub. Co., N.
N Delhi.
3. Hall
H
W.A. and
a
Dracup, J.A. (19775), “Econom
mics of W
Water Resourrces Planninng “,
M
McGraw
Hilll publicationn N Delhi.
a Lee (19775) “Econom
mics of wateer resources pplanning”, McGraw
M
Hilll Inc.
4. Jaames, L.D. and
N York.
and
5. Kuiper,
K
E. (1973) “W
Water Resouurces Deveelopment, P
Planning, Engineering
E
ecconomics”, Buttersworth
B
h, London.
6. Biswas
B
A.K. (1976) “Syystems Apprroach to waater manageement” McG
Graw Hill Innc, N
Y
York.
7. Taha,
T
H.A. (11996), “Operration researrch”, Prenticce Hall of Inddia, N. Delhi.
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
LAND AN
ND WATER
R MANAGE
EMENT
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
o Irrigationn projects, command area
1) Irrrigation Deevelopment in India, Planning of
development programme.
(6))
p
oof soil, soil profile, soiil aeration, classificatioon of
2) Physical andd chemical properties
(7))
Irrrigable Soils, Soil surveey, soil manaagement.
n capillary pores,
p
water relation of soils,
3) Soil-Plant-Water relationnships, Capilllary and non
H
coonductivity, water
w
movem
ment througgh soils, Soill water poteential,
innfiltration, Hydraulic
so
oil moisturee constants, plant waterr relations, rooting
r
charracteristics, Evaporationn and
E
Evapotranspir
ration meassurements, ddifferent meethods of esstimating ev
vapotranspiraation,
w
water
requirement of crop
ps, irrigationn scheduling.
(8))
SE
ECTION-II
Watershed management:
m
: Objectivess, water con
nservation aand harvestinng, soil eroosion4) W
prrinciples an
nd causes, esstimation off soil loss, universal
u
sooil loss equaation-controll and
coonservation,, Land capabbility classifiication.
(7))
Cropping pattterns, Fertiliizers,
5) Irrrigation Maanagement : Land Gradiing and Field Layout, C
O
On-farm
deveelopments, Diagnostic
D
annalysis of irrrigation systtem.
(7))
Water appliccation methhods, Rotatiional water distributionn, Micro Irrigation,
I
W
Water
6) W
L
Logging
andd Salt Problems, Reclaamation andd Managem
ment of Saltt affected Soils,
S
D
Drainage,
Parrticipatory Irrrigation Maanagement.
(7))
Referencces:
1. M
Murthy, V.V..N. (1999) “Land and Water
W
Management Enginneering”, Kaalyani Publisshers,
L
Ludhiana.
2. Scwabe G.O
O., Fagmeir, D.D. and Eliot W.J. (1996) “Sooil and Waater Manageement
n Wiley and Sons, N Yoork.
Systems”, Jhn
M
B.A
A.M. (1990) “Irrigation”,
“
, Vikas Publiishing House Pvt. Ltd. N Delhi
3. Michael,
4. Asawa,
A
G.L. (1996) “Irrig
gation Enginneering”, Neew Age Interrnational Pubb. Co. N Dellhi.
5. Suresh, R.L. (1999) “Soiil and water conservatio
on engineerinng”, Standarrd publishingg Co.
D
Delhi.
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
CHANNEL AND RIV
VER HYDR
RAULICS
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
Basic conceppts of free surface
s
flows: flow regiimes, velociity and pressure distribuution,
1) B
kiinetic energ
gy and mom
mentum prinnciples, enerrgy-depth reelationships, specific ennergy,
crritical depthh, computatiion of the ccritical depth
h, section ffactors, hydrraulic exponnents,
sp
pecific force diagram, theoretical concepts of
o surface rooughness, velocity
v
equuation
unniform flow computationn.
(7))
2) Steady graduually varied flow: Dynaamic equatioon, characteeristics of fllow profiles, and
m
methods
of computatioon, practicall problems,, gradually varied floow analysis and
coomputation.
(7))
f
Hydraaulic jump analysis andd location, jump in slooping
3) Steady Rapiddly varied flow:
mp.
(7))
chhannels and oblique jum
SE
ECTION-II
Unsteady rappidly varied flow: Monooclinal Risin
ng wave, Dam Break Problem,
P
Mooving
4) U
hyydraulic jum
mp, positive and
a negativee surges, Hyydraulic Floood Routing.
(7))
b
and seddiments, inittiation of mootion,
5) Fluvial hydraaulics: Basic characteristtics of river beds
R
Regimes
of flow,
fl
Resistaance to flow in alluvial streams,
s
Theories of Bedd load, suspeended
looad and totall load.
(9))
D
of stabble channelss: Regime annd Tractive force
f
methodds.
6) Design
(5))
Referencces:
Subramanya K.
K (1998) “F
Flow in Open Channels””, Tata Mc G
Graw Hill Puublishing Co.
H
Henderson.
(1
1966) “Open
n channel floow”, McMilllan Pub. Lonndon.
C
Chow
V.T. (11979) “Open
n Channel Hyydraulics”, Mc
M Graw Hiill Inc. New York.
G
Garde
R, J. and
a Ranga Raju
R
K.G. (1980)
(
“Mecchanics of S
Sediment Trransportationn and
A
Alluvial
Streaam Problem
ms” Wiley Eaastern Limiteed, New Agee Internationnal Limited, New
D
Delhi,
Pune.
5. French R.H. (1996) “Oppen Channeel Hydrauliccs,”Mc Graw
w Hill Publlishing Co. New
Y
York.
1.
2.
3.
4.
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
Elective – II (NEURO
O FUZZY APPLICATI
A
IONS)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
1) Inntroduction: Basic concepts of Neuural Networkks and Fuzzy logic, diffferences bettween
coonventional computing and Neuroo-Fuzzy com
mputing, chaaracteristics of Neuro-F
Fuzzy
coomputing.
(7))
T
: Basic definitioons and term
minology annd membership functioons –
2) Fuzzy Set Theory
a parametters, basic ooperations off fuzzy sets – complem
ment, intersecction,
foormulation and
viision, T- norrm and T- co
onorm.
(7))
3) Fuzzy Reasonning and Fuzzzy Interfereence: Fuzzy rules, Fuzzyy reasoning,, Fuzzy Inferrence
ystems, Fuzzzy modelinng, Applicattions of Fu
uzzy reasonning and moodeling in Civil
sy
E
Engineering
p
problems.
(7))
SE
ECTION-II
o Artificial Neural Neetworks: Moodel of a neeuron, activvation
4) Fundamental concepts of
ural processiing, Networkk architecturres, learningg methods.
(7))
fuunctions, neu
Neural Network Models : Feed forw
ward Neurall Network, Back
B
propaggation algorrithm,
5) N
A
Applications
ward networrks, Recurrennt networks, Hopfield neetworks, Habbbian
of Feed forw
leearning, selff organizing networks,
n
unnsupervised learning, coompetitive leearning.
(7))
Neuro-Fuzzy Modeling: Neuro-Fuzzzy computiing, Hydrollogic modelling Time series
s
6) N
A
Analysis
and Modeling, Water
W
Management.
(7))
Referencces:
1. Jaang, JSR, C.T.
C
Sun annd E. Mizuttan (1997), “ Neuro-Fuuzzy and Soft
S
Computting”,
Prentice Hall, N.J.
C
sive Foundaation”, McM
Millan
2. Simon Haykiin, (1994), “Neural Neetworks, A Comprehens
C
College
Publiishing Comp
pany.
3. Kosko,
K
B. (1997), “Neurral Networkks and Fuzzy
y Systems”,, Prentice Hall
H of Indiaa Pvt.
L
Ltd.,
New Deelhi.
4. Klir,
K George J., T.A. Forgger, (1995), “Fuzzy Setss, Uncertaintty and Inform
mation”, Preentice
H of India,, Pvt. Ltd., New
Hall
N Delhi.
5. Rao
R V. and H.
H Rao, (199
96), “C++ Neural Netwoorks and Fuzzzy Logic, BPB
B
Publicattions,
N Delhi.
New
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
Elective--II:
ONMENTA
AL EVALUA
ATION OF WATER RESOURCE
R
ES DEVELO
OPMENT
ENVIRO
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
ECTION-I
SE
1) Inntroduction : Environm
ment and itss interactionn with humaan activitiess, Environm
mental
im
mbalances Attributes, Impacts, Indicators and Meeasurements,, Conceptss of
E
Environmenta
al Impact Assessment
A
(
(EIA),
Envirronmental Im
mpact Statem
ment, Objecctives
of EIA, Advaantages and Limitations
L
o EIA.
of
(7))
mental enginneering, Eco
ological divversity, its importance and
2) Principles off Environm
m evaluationn, landscapee-main ecollogical elem
ments, Diveersity,
coonservation,, Ecosystem
m
matrices,
patcches, corridoors, Interrelaations of ecoological elem
ments in a cuultural landscape,
R
Reclamation
and enviroonmental enngineering, water resoources and ecology, saaving
enndangered sp
pecies, Interrnational andd regional coonvention onn environmenntal protectioon.
(7))
Environmentaal Indicators, Indicatorss for climatte, Indicatorrs for terrestrial subsysttems,
3) E
Inndicators for aquatic suubsystems, selection off indicators, Socio-econnomic indicaators,
Inndicators, Inndicator for economy, S
Social indicaators, Indicattors for heallth and nutrrition,
C
Cultural
indiccators.
(7))
SE
ECTION-II
Environmentaal issues in water resouurce development , Landd Use, Soil erosion
e
and their
4) E
so
ort and lon
ng term effe
fect, Eco syystem studiees, Flora faauna aquatic and terreestrial
eccosystem baalance , Distturbance andd long term impacts, chaanges in quaantity and quuality
of flow, seedimentation
n, Environm
mental imppact assesssment of water
w
resouurces
(7))
development structures – Case Studiees.
Attributes too be Considdered, Waterr Quality Im
Water Qualitty Impact Assessment:
A
mpact
5) W
A
Assessment
o Water Resources
of
R
Prrojects, Dataa Requiremeent of wateer quality im
mpact
A
Assessment
f Dams, Im
for
mpacts of Daams on Envirronment, Caase Studies.
(7))
Methodologiees for Caarrying Envvironmental Impact A
Assessment:: Overview
w of
6) M
M
Methodologie
es Adhoc, Checklist,
C
M
Matrix, Netw
work, Overllays, Benefiit Cost Anaalysis,
C
Choosing
a Methodology
M
y, Review Crriteria.
(7))
Referencces:
U
L.V.,, Stracy, G.S., (1991), “Environmeental Impactt Analysis”, Van
1. Jaain, R.K., Urban,
N
Nostrand
Reinhold Co., New
N York.
2. Rau,
R J.G. andd Wooten, D.C.
D (1996), ““Environmental Impact Assessmentt “ , McGraw
w Hill
Publication Co.,
C New York.
C
L.W., (1997), “Ennvironmentaal Impact Asssessment”, McGraw Hiill Pub. Co., New
3. Canter,
Y
York.
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur
S
Uniiversity, Sollapur
M.E. (Civill-Water Ressources Enggineering) – II
Elective – II (WATER
R POWER ENGINEER
RING)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
o energy, types of power,
p
choiice of typee of generaation.
1) Inntroduction: Sources of
C
Components
of a waterppower projecct, types of hydro poweer schemes and
a their geeneral
laayouts. Conccept of poweer transmissiion.
(4))
Estimation of
o Hydropoower availabble: Basic water pow
wer equation
n, estimatioon of
2) E
diischarge andd hear availaable. Preliminnary choice of the type oof system.
(4))
Nature of dem
mand: Load curves, loadd duration curves,
c
load factor, plannt capacity faactor,
3) N
pllant use facttor, firm andd secondary ppower.
(3))
d
of varrious elemen
nts.
4) Inntakes: Typees, elements of an intakee, hydraulic design
(3))
Conveyance System: Po
ower channeel, pressure conduits, tuunnels. Genneral conceppts of
5) C
design and th
he economicss.
(4))
F
loocation, typees such as simple, restriicted orificee, differentiaal, air
6) Surge tank: Function,
mber type. Baasic design criteria.
c
Foree bay.
(3))
cuushion cham
SE
ECTION-II
f the desiggn of
7) Power stationn: Types, ellements of a power stattion. Generaal criterion for
m
main
dimenssional of thhe powerhouuse. Econom
mic compariison of undderground power
p
sttations with the surface power
p
stations.
(4))
Turbines: Claassification, characteristiics of differeent types, chhoice of typee. Turbine seetting
8) T
annd cavitationns.
(3))
Tail Race: Functions, ty
ypes (Channnel and tunn
nel). Draft tuubes, function and prinnciple
9) T
tyypes.
(3))
P
storage plants: Concepts,
C
geeneral layoutt, types and eeconomics.
10) Pumped
(4))
T
power stations:
s
Conncepts generral layout, classification, types.
11) Tidal
(3))
O
types of
o power plaant: a) Depreession poweer plant. (b) M
Micro Poweer Station – Need
N
12) Other
foor the develoopment and the
t problems faced.
(4))
Referencces:
1. M
Mosonyi, E. – “Water Poower Developpment”, Voll. I & II
2. Brown,G.
B
Etaal – “Hydro –electric
–
enggineering praactice”, Vol. I, II and IIII
3. Dandekar
D
M.M
M. – “Waterr Power Enggineering”, Vikas
V
Pub. House
H
Pvt. Lttd.
Term Wo
ork:
Term worrk shall conssist of a set off minimum eeight tutorialss on the topiccs mentionedd in syllabus.
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
Elective – II (Researrch Methodology and Intellectual P
Property Riights)
Teachingg Scheme:
Examinatiion Scheme:
Theory: 3 hrs/week
Tutorial: 1 hr/week
Theory: 1000 marks
Term workk: 25 Marks
SE
ECTION-I
1) Inntroduction: Nature annd objectivees of researrch. Methodds of Reseearch: Histoorical,
descriptive annd experimeental, researrch process,, research appproaches, criteria for good
R
Research.
Meeaning of research desiggn, need of research
r
design, featuress of good deesign,
diifferent reseearch designns, and bassic principlees of experrimental designs, desiggn of
exxperiments.
(7))
Data collectioon, Analysiss and Processsing: Types of data, meethods and teechniques off data
2) D
coollection, primary and secondary data, metaa analysis, historical methods,
m
coontent
annalysis, deviices used inn data collecction, pilot sttudy and preetest of toolls, choice off data
coollection meethods. Use of statisticcs for data analysis,
a
meeasures of central
c
tendency,
diispersion, skewness
s
a
and
relationnship. Sam
mpling distrributions, saampling thheory,
determinationn of sample size, Chi-sqquare test, analysis
a
of variance,
v
muultiple regreession
(7))
annalysis,
3) D
Decision makking techniqques: Applicaation of variious decisionn making teechniques suuch as
A
Analytical
Hiierarchy Proocess (AHP), TOPSIS, neural
n
netwoorks, graph theory,
t
simuulated
annnealing, geenetic algoritthms, data ennvelope anallysis (DEA)..
(7))
SE
ECTION-II
ort writing: Techniquues of inteerpretation, precautionns in
4) Innterpretationn and repo
innterpretationn, significancce of report writing, diffferent stepss in report writing,
w
layoout of
reesearch repoort, mechaniccs of writingg research repport.
(7))
ual Propertyy Rights: Nature
N
of Inntellectual Property:
P
Pattents,
5) Inntroduction to Intellectu
D
Designs,
Trrademarks and Copyrright. Proceess of Pattenting and
d Developm
ment:
T
Technologica
al research, innovationn, patenting,, development. Internaational Scennario:
Innternational cooperation
n on Intelleectual Property. Proceddure for grrants of pattents,
Patenting undder PCT.
(7))
P
6) Patent Rightss: Scope off Patent Rigghts. Licenssing and traansfer of tecchnology. Patent
innformation and databasses. Geograaphical Indiccations. Reccent Develoopments in IPR:
A
Administratio
on of Patent System. Neew developm
ments in IPR
R; IPR of Bioological Systtems,
C
Computer
Software’s etc. Traditionall knowledge Case Studiees, IPR and IITs.
I
(7))
Referencces:
K
Reseearch Methoddology, Wishhwa Prakash
han
1. C.R Kothari,
2. P.G Trriphati, Reseearch Method
dology, Sulttan Chand & Sons, N.Deelhi
3. Fisher, Design of Experiments
E
s, Hafner
w York
4. Stouffferetal, Meassurement andd Prediction,, Wiley, New
5. J.W Bames, Statisttical Analysis for Engineers and Sciientists, McG
Graw Hill, New
N York
Term Wo
ork:
o the topics mentioned inn syllabus.
Term worrk shall conssist of a set off minimum six tutorials on
Solapur U
University, Solapur
S
Resources Engineering
E
) – II
M.E. (Ciivil-Water R
SEM
MINAR – III
Teachingg Scheme:
Examinatiion Scheme:
Theory: 2 hrs/week
Term work
k: 50 Marks
Seminar is a course req
quirement, whherein under the guidance of a faculty advisor,
a
a student is expected to
a by carryinng out a literaature survey, understandinng different asspects
do in-deptth study in a specialized area
related to that area, preeparing a stattus report based on the toppic chosen. Foor a seminar course,
c
a studdent is
s
relevan
nt research paapers, correlatte work of vaarious
expected to learn investigation metthodologies, study
r
analyyze those, preppare a
authors/reesearchers crittically, study the concepts, techniques & prevailing results,
seminar report
r
on all these
t
aspectss. It shall be mandatory to
o submit detaailed seminarr report and give
g
a
seminar presentation
p
before a panel constituted ffor this purpose. The grading shall be doone on the baasis of
the depth of the work done, undersstanding of thhe problem, technical
t
quaality of the reeport prepared and
t student.
presentatiion given by the
Solapur U
University, Solapur
S
M.E. (Ciivil-Water R
Resources Engineering
E
) – II
WAT
TER RESOU
URCES SY
YSTEMS DE
ESIGN LAB
BORATORY
Y
Teachingg Scheme:
Examinatiion Scheme:
Practical: 2 hrs/week
Term work
k: 25 Marks
List of practicals:
1)
2)
3)
4)
5)
6)
7)
8)
Determining sttorage capacity of a reservvoir
D
D
Development
of
o storage-yieeld-reliability relationship for a reservoiir
D
Developing
opptimal operating policy forr a single and multi reservooir system
C
Crop
planning and irrigationn scheduling
W
Water
quality management
m
in a river
O
Optimal
design
n of water disstribution netw
works
Simulation of operation
o
of a reservoir, siimulation of an
a aquifer
a irrigation ssystem
Performance evaluation of an
References:
Loucks, D.P, and
a Eelco van
n Beek, Waterr Resources Systems
S
Plannning and Mannagement - Ann
1. L
In
ntroduction too Methods, Models
M
and Appplications, Sttudies and Reeports in Hyd
drology, UNESCO
Puublishing, 2005.
2. Waalton, W.C, Groundwater
G
R
Resources
Evvaluation, McGraw Hill Incc. N York, 19970.