Chapter One Introduction irrigational engineering by Shafi.A 1 Learning Objectives • • • • • At the end of this chapter the students will be able to: Define Irrigation, irrigation engineering and related terms, Explain the phases of irrigation, List the advantage and disadvantage of Irrigation. Describe the necessity of irrigation List and explain the scope of irrigation, irrigational engineering Shafi.A 2 Learning Objectives • Explain the factors to be considered in the deciding the need for irrigation. • List and discuss about the different types of irrigation schemes. • Discuss the historical development and current status of irrigation in the world. • Discuss the history and status or irrigation development in Ethiopia. irrigational engineering Shafi.A 3 Contents of the chapter 1. Introduction 1. 2. 3. 4. 5. 6. 7. 8. Definition Phases of irrigation engineering Necessity of Irrigation Advantage of Irrigation Disadvantage and Ill-effects of Irrigation Requirements for Successful Irrigation Scope of Irrigation Economics of Irrigation irrigational engineering Shafi.A 4 Contents of the chapter 2. Types of Irrigation Systems 3. Irrigation History and Development 4. Agriculture and Irrigation Development in Ethiopia 4.1 Agriculture 4.2 Irrigation irrigational engineering Shafi.A 5 1.1 Definition of Irrigation • Irrigation may be defined as science of artificial application of water to the land, in accordance with the crop requirements throughout the crop period for full-fledged nourishment of the crops ● Irrigation Engineering is an engineering which is concerned with the design, layout and construction of irrigation structures and systems. ● mainly concerned with the design, lay out and construction of head works, canals, canal structures, cross drainage works and canal falls. irrigational engineering Shafi.A 6 1.1 Definition of Irrigation • According to an eminent engineer N.D. Gulhati, Irrigation is the "science of survival" for the ever increasing mankind. • It includes the following activities/works: training and tapping of sources of water, storing of water, conveying that water efficiently to the fields (It includes drainage of surplus water also), and using that supply of water economically for the bumper crop production. ' , irrigational engineering Shafi.A 7 1.1 Definition of Irrigation irrigational engineering Shafi.A 8 1.2 Phases of Irrigation • Irrigation can be divided in two main phases, namely: (a) Engineering phase (b) Agricultural phase • Engineering phase: includes training and tapping of sources of water, storing of water, conveying that water efficiently to the fields irrigational engineering Shafi.A 9 1.2 Phases of Irrigation In Engineering phase the following are performed (a) Assessment of the availability of suitable source of water (b) Deciding mode of utilization (c) Modifying flow conditions (d) Conveying that water efficiently to the fields (e) Application of water to the fields irrigational engineering Shafi.A 10 1.2 Phases of Irrigation • In Agricultural phase the following are performed (a) evolving suitable cropping pattern, (b) study of soil moisture availability, (c) determination of crop water requirement. irrigational engineering Shafi.A 11 1.2 Phases of Irrigation d) deciding depths of water with respect to time over the crop period, e) arranging equitable distribution of water. f) examination of quality of water g) application of other inputs like high yielding varieties of seeds, chemical fertilizers and pesticides etc. irrigational engineering Shafi.A 12 1.3 Necessity of Irrigation • • • • • • • • Inadequate rain fall Uneven distribution of rainfall Increasing the yield of crops Growing a number of crops Growing perennial crops Growing superior crops Insurance against drought Controlled water supply irrigational engineering Shafi.A 13 Cont… irrigational engineering Shafi.A 14 Cont… • Application of water to the soil by irrigation methods serves the following purposes. It adds water to the soil to supply the moisture essential for the plant growth. It saves the crops from drying during short duration of droughts. It cools the soil and the atmosphere, It washes out or dilutes salts in the soil. irrigational engineering Shafi.A 15 1.4. Advantage of Irrigation • • • • • • • • • Increase in Food Production Optimum Benefits General prosperity Elimination of Mixed Cropping Generation of Hydro-electric power Domestic water supply Facilities for communications Inland Navigation Afforestation irrigational engineering Shafi.A 16 1.5. Disadvantage of Irrigation • • • • Raising water table Formation of marshy and water logged land Cause colder and damper condition Loss of valuable land due to storage of water in the reservoir • May contribute to water pollution • May cause increase in salinity of soil irrigational engineering Shafi.A 17 1.6 Requirements for Successful Irrigation • • • • • • Land capability Adequate Water Supply Adequate Labor Climate Adequate Capital Favorable policy irrigational engineering Shafi.A 18 1.8 Scope of Irrigation • Irrigation engineering is not confined only to the application of water to the land for raising crops. • It includes all aspects and problems extending from the watershed to the agricultural fields. • It embraces almost all the aspects of water resources and hydraulic engineering and the multipurpose river valley projects irrigational engineering Shafi.A 19 1.8 Scope of Irrigation Engineering • It embraces the following fields Hydrology, hydraulics, Open channel River engineering, The design and construction of dams, weirs, canals and various other hydraulic and irrigation structures, Drainage, soil reclamation, irrigation practices and water-soil-crop relationships. Soil mechanics, RC, Foundation Eng Flood control, hydropower, inland navigation Economics, Management, Sociology Road construction irrigational engineering Shafi.A 20 1.8 Scope of Irrigation • The various aspects of irrigation engineering can be divided into the following sub-heads. A. Water Resources and Hydrology aspect B. Engineering aspect C. Agricultural aspect D. Management aspect irrigational engineering Shafi.A 21 A. Water Resources and Hydrology Aspect • The basic knowledge of water resources and hydraulic engineering and hydrology is essential for an engineer. • While designing and planning various irrigation structures the engineer requires the following information: The quantity of water that will be available at a reservoir site for storage The max & min discharge at a river site The reservoir capacity that would be required to assure adequate water The effects which are likely to occur on the discharge, water levels and characteristics of the river after the construction of various irrigation structures. The quantity of ground water which can be economically exploited for various uses, irrigational engineering Shafi.A 22 B. Engineering Aspect • The engineering aspect of irrigation engineering involves development of a source of water for irrigation construction of various irrigation structures for the storage, diversion, conveyance and application of water. • It is a vast field and can be subdivided into the following: (i) Dams and water power engineering (ii) Diversion and Distribution structures. (iii) Minor irrigation schemes. irrigational engineering Shafi.A 23 C. Agricultural Aspect • The agricultural aspect involves the following (i) Irrigation Practice (ii) Study of agricultural characteristics (iii) Command Area Development (CAD) irrigational engineering Shafi.A 24 D. Management Aspect • It deals with the successful implementation and efficient management of engineering and agricultural works • Some points to be considered in the efficient management of the project are as follows There should be most economic use of available water The cultivation should be carried out in the most scientific manner The distribution of water among various cultivators should be managed properly. Reliable and efficient service should be provided to the cultivators Proper arrangement for the measurement of water In order to increase the efficiency of irrigation, the small land holdings of the small farmers should be consolidated to form large holdings. irrigational engineering Shafi.A 25 2. Types of Irrigation Systems • Irrigation schemes may be classified in different ways as indicated below : – Classification Based on the Level of the Available Water – Classification Based on the Duration of Irrigation – Classification Based on Size of Command Area irrigational engineering Shafi.A 26 A/ Classification Based on the Level of the Available Water • Based on the level of the available water, the irrigation schemes can be classified into the following two types 1. Flow Irrigation system 2. Lift Irrigation system Flow Irrigation system: irrigation water is available at a high level water is conveyed to the irrigated fields by gravity flow (open channel flow). • The flow irrigation systems can be further classified on the basis of the source of water from which the flow irrigation canals take off. (a) Direct Irrigation system (b) Storage Irrigation system (c) Combined Direct and Storage Irrigation system. irrigational engineering Shafi.A 27 A/ Classification Based on the Level of the Available Water A/ Direct Irrigation System: • water is directly diverted to the canal without creating a storage reservoir. • A low diversion weir (or a barrage) is usually constructed across the river for raising the water level so that it can flow into the canals. • Used for the perennial rivers which have adequate flow throughout the year. • also called the diversion scheme. irrigational engineering Shafi.A 28 Direct Irrigation System irrigational engineering Shafi.A 29 Direct Irrigation System irrigational engineering Shafi.A 30 Direct Irrigation System irrigational engineering Shafi.A 31 Direct Irrigation System irrigational engineering Shafi.A 32 Direct Irrigation System irrigational engineering Shafi.A 33 Direct Irrigation System irrigational engineering Shafi.A 34 Direct Irrigation System irrigational engineering Shafi.A 35 (b) Storage Irrigation System Storage Irrigation System: ● a dam is constructed across the river for creating a large storage reservoir . ● canals take off from the reservoir. ● comparatively larger in size and involve much more expenditure. ● used when the river is non-perennial and does not have adequate flow throughout the year. ● Tank irrigation system is a small storage irrigation scheme in which a small dam (or a bund) is constructed across a small stream to create a small pond . irrigational engineering Shafi.A 36 Storage Irrigation System irrigational engineering Shafi.A 37 Storage Irrigation System irrigational engineering Shafi.A 38 Storage Irrigation System Irrigation Engineering irrigational engineering Shafi.A 39 (c) Combined Direct and Storage Irrigation system used for the non-perennial rivers. ● a storage reservoir is created by constructing a dam at a suitable site. ● canals do not take off from the reservoir. Water is released from the reservoir into the river downstream of the dam. ● A diversion weir (or a barrage) is constructed on the river at a suitable place on the down-stream of the dam to divert water into the canals . ● The weir in this case is known as the pick up weir ● It is used when a suitable site for the dam does not exist near the commanded area of the canals. irrigational engineering Shafi.A 40 (c) Combined Direct and Storage Irrigation system Irrigation Engineering irrigational engineering Shafi.A 41 (c) Combined Direct and Storage Irrigation system Irrigation Engineering irrigational engineering Shafi.A 42 2. Lift Irrigation System: ● used when the water is available at a level lower than the ground surface/point of use. ● water is lifted up by pumps and other mechanical means and supplied to the agricultural fields. ● Irrigation from wells is the most common type of lift irrigation system. Sometimes, water is pumped out directly from the river or canals for lift irrigation system. ● costlier than direct irrigation systems and are used only when adequate quantity of water is not available at a high level. irrigational engineering Shafi.A 43 2. Lift Irrigation System: irrigational engineering Shafi.A 44 2. Lift Irrigation System: Irrigation Engineering irrigational engineering Shafi.A 45 B/ Classification Based on the Duration of Irrigation • On the basis of duration of irrigation, the irrigation systems may be classified into the following two types . Perennial Irrigation System Non-Perennial Irrigation System Irrigation Engineering irrigational engineering Shafi.A 46 Classification Based on the Duration of Irrigation • Perennial Irrigation System: irrigation water is available throughout the year. Water is supplied to the fields as per the requirements of the crops at regular intervals throughout the crop period from sowing to harvesting of the crop. All important irrigation systems are perennial irrigation systems. It is the most commonly used irrigation system. The water for the perennial irrigation system may are obtained from a flow irrigation system or a lift irrigation system or a combination of both these systems. Irrigation Engineering irrigational engineering Shafi.A 47 Classification Based on the Duration of Irrigation • Non-Perennial Irrigation system: a large quantity of water flowing in a river during floods is used to flood (or inundate) the land to be cultivated. The flood water causes saturation of the soil in the fields. The excess water may drain off before cultivation is done. The moisture stored in the soil is generally sufficient to bring the crops to maturity Irrigation Engineering irrigational engineering Shafi.A 48 Classification Based on the Duration of Irrigation Irrigation Engineering irrigational engineering Shafi.A 49 Classification Based on the Duration of Irrigation Irrigation Engineering irrigational engineering Shafi.A 50 Classification Based on Size of Command Area • Based on the Cultivable/culturable commanded area (CCA), irrigation system are, classified into four types: 1. Major projects / Large scale irrigation 2. Medium projects/ Medium scale irrigation 3. Minor projects/ Small scale irrigation 4. Micro Irrigation Irrigation Engineering irrigational engineering Shafi.A 51 An Historical Perspective • Irrigation is an old art as old as civilization • • • • • Nile River Basin (Egypt) - 6000 B.C. Tigris-Euphrates River Basin (Iraq, Iran, Syria) - 6000 B.C. Yellow River Basin (China) - 3000 B.C. Indus River Basin (India) - 2500 B.C. Maya and Inca civilizations (Mexico, South America) - 500 B.C. • Western U. S. - 1800’s Irrigation Engineering irrigational engineering Shafi.A 52 Agriculture and Irrigation Development in Ethiopia The Ethiopian economy is dominated by smallholder subsistence agriculture It accounts for 46 per cent of GDP and 85 per cent of employment. It is entirely sector depends on rainfall 10 million hectares of cultivated land • Only 63,170 ha (0.7 per cent) was under traditional irrigation in 1998/99. Irrigation Engineering irrigational engineering Shafi.A 53 An Historical Perspective Estimated Irrigation potential vary. According to WAPCOS, irrigated area =3.73 mill has. Currently developed= 200000has. Only 4.3% Ethiopia, faced with rising population pressure, has remained a food-deficit country since the 1970s. In 1999/2000, for example, Ethiopia imported over 800,000 tones of grain in the form of food aid. • To achieve food self-sufficiency and food security, the current production shortfalls call for drastic measures to expand irrigation and improve productivity of rain-fed agriculture. Irrigation Engineering irrigational engineering Shafi.A 54 Resources Water resource Twelve river basins Annual runoff= 122 BMC Ground water potential= 2.6 BMC Per capita freshwater= 1,924 m³ (1483.33 m³) Water tower of East Africa Land resource total area of about 1.13 million km² estimated 55 million ha of arable land only 14.8 per cent of the country’s total landmass is being utilized for crop cultivation constituting just 30 per cent of the arable potential. Irrigation Engineering irrigational engineering Shafi.A 55 Irrigation Traditional irrigation is very old in the country. They are, however, small schemes and are simple river diversions. Modern irrigation was started at the beginning of 1960's by private investors. In 1991 irrigated land = 197,250 ha 64000 ha under SSIS 112,105 ha under MSIS and LSIS In 1998 increased from 176,105 ha to 197,250 ha • On a per capita basis, Ethiopia has developed irrigation over an area of a mere 0.3 ha per 100 people, vis-à-vis its potential of about 4.0 ha per 100 people. Irrigation Engineering irrigational engineering Shafi.A 56 Categories of irrigation schemes There are four categories of irrigation schemes countrywide They include : traditional small-scale schemes modern communal schemes, modern private schemes public schemes Irrigation Engineering irrigational engineering Shafi.A 57 Categories of Irrigation schemes Traditional small-scale schemes /Small-scale: traditional communities • Built traditionally by farmers at their own initiative, with government technical and material support. • They manage them in their own users’ associations or committees, • irrigating areas of 50 to 100 ha, the average ranging from 70 to 90 ha. • A total of 1,309 such schemes existed in 1992, covering an estimated 60,000 ha. Irrigation Engineering irrigational engineering Shafi.A 58 Categories of Irrigation schemes Modern communal schemes /Small- to medium-scale: modern communal schemes • Built by Government agencies with farmer participation • Areas extending from 20 to 200 ha. • Were developed after the catastrophic drought of 1973 as a means to improve food security and peasant livelihoods. • There are 288 modern communal schemes in Ethiopia that are capable of irrigating a total of approximately 30,000 ha • They are generally based on run-of-river diversion of streams and rivers, and may also involve micro-dams for storage. • Beneficiary farmers usually operate and maintain them through users’ associations Irrigation Engineering irrigational engineering Shafi.A 59 Categories of Irrigation schemes Modern private schemes/Medium- to large-scale: private enterprise Owned and operated by private investors • Private estates pioneered the development of medium and large-scale irrigation projects in the Upper Awash region during the 1950s and 1960s. • They were unexpectedly nationalized in the mid-1970s. • During the 1990s some private schemes, mostly in the form of limited companies, re-emerged with the adoption of market-based economic policy but have expanded relatively slowly. • Currently 18 modern private irrigation projects are operating in some form over a total area of 6,000 ha. Irrigation Engineering irrigational engineering Shafi.A 60 Categories of Irrigation schemes Public schemes /Large-scale: public schemes owned and operated by public enterprises, as state farms. relatively recent, having started late in the 1970s. Gode West, Omo Ratti, and Alwero-Abobo, began late in the 1980s and early in the 1990s, but have not yet been completed. Most large-scale schemes, excepting the Finchaa Sugar Estate (currently operating successfully), have been suspended Area over 3,000 ha The recently issued water management policy has, however, committed the Federal Government to small- and large-scale project development in the new millennium Irrigation Engineering irrigational engineering Shafi.A 61 Irrigation Development Program Ethiopia was irrigating fewer than 200,000 hectares (ha) of farmland at the turn of last millennium, although a total of 3.7 million ha had been classified as potentially irrigable. This gross underdevelopment of capacity to grow food and industrial crops has spurred the Irrigation Development Program (IDP) to put an additional 273,829 ha under irrigation, an increase of 135 per cent of currently irrigated farmlands, within its 15-year plan period of 2002–2016. The central role of irrigated agriculture within the context of poverty reduction is well understood in Ethiopia • Irrigated agriculture is important in stimulating sustainable economic growth and rural employment, and it is the cornerstone for food security and poverty reduction. irrigational engineering Shafi.A 62 Irrigation Engineering Irrigation Development Program Accordingly, the IDP attempts to target the following specific objectives so as to achieve the overall goal of sustainable development. • Increase food production, leading to improvements in nutritional status and economic well-being among the people. • Increase production of agricultural raw materials for industries and export. • Develop capacities for planning, implementing, Irrigation Engineering irrigational engineering Shafi.A 63 Irrigation Development Program • Exploit land and water resources to enhance sustainability of agriculture and rural livelihoods. • Reduce dependence on rain-fed water sources for agriculture and vulnerability to erratic rainfall patterns. • Expand rural employment opportunities through increased agricultural activity. Irrigation Engineering irrigational engineering Shafi.A 64 Irrigation Development Program • IDP Components • During the short-term, the large-scale projects of Omo Ratti (for 8,700 ha of new coverage) and most (72 per cent) of the Koga project (for 4,344 ha) will be implemented. • During the medium-term, 4 large-scale and 2 medium-scale project will be implemented, for a combined area of 34,236 ha; they include Alwero/Abobo (for 10,400 ha), Gode West and a small part of Gode South (9,000 ha), Koga (1,656 ha), Megech (10,018 ha), Nagi Beach (2,070 ha), and Azena/Ayo (1,092 ha). • During the long-term, 11 projects will be implemented that comprise 10 large-scale and 1 medium-scale scheme and cover a new area of 71,963 ha; with an additional 21,518 ha of large-scale schemes Irrigation Engineering irrigational engineering Shafi.A 65 Irrigation Development Program • IDP Planning • The IDP is an effort to promote sustainable agricultural development. • In this context, it determined the new areas of irrigated cropland that would be required to satisfy the demand for agricultural products from the projected population at the end of each of the three 5-year periods of program (i.e., 2006, 2011, and 2016). • Population projections by the Central Statistical Authority were used in estimating national demand for cereals, seed cotton, and sugar crops for three planning horizons. • Table 1.5 Projected demand for cereals, cotton, and sugar and estimates of required irrigated area over the planning horizon (2001–2016) Irrigation Engineering irrigational engineering Shafi.A 66 Irrigation Development Program Incremental Demand (Million ) Cereals Seed Cotton Sugar Total Irrigated Year Populatio Area n Required (Million) Tons Ha Tons Ha Tons Ha (Million Ha) 2001 65.26 2.59 0.992 0.26 0.116 0 0 1.108 2006 74.83 3.62 1.117 0.49 0.194 0.210 0.019 1.330 2011 85.50 4.90 1.213 0.85 0.298 0.620 0.052 1.563 2016 96.34 6.25 1.250 1.41 0.441 1.420 0.118 1.809 Irrigation Engineering irrigational engineering Shafi.A 67 Irrigation Development Program • IDP Target setting • The IDP has set the following average annual growth-rate targets for the development of irrigated area: (a) 4.5 per cent during the short-term period; (b) 5.5 per cent during the medium-term; and (c) 6.5 per cent during the long-term. ●Increases in agricultural production resulting from the new irrigation projects are expected to reduce the national ● cereals deficit by 11 per cent and ● the deficits in seed cotton and sugar crops by 24 per cent each. Irrigation Engineering irrigational engineering Shafi.A 68 Table 1.6 Targets for the Irrigation Development Program (2002–2016) Large- and Small-scale medium-scale Description schemes schemes Short-term 1st 5 years: (2002-2006): 40,319 13,044 53,363 Medium-term 2nd 5 years: (2007- 2012): 40,348 39,701 80,049 Long-term 3rd 5 years: (2012-2016): 46,471 94,729 141,200 2016: 127,138 147,474 274,612 Currently developed (approximate): 98,625 98,625 197,250 Grand total irrigated area by 2016: 225,763 246,099 471,862 Total area Total area to be developed during 2002- Irrigation Engineering irrigational engineering Shafi.A 69 Summary of major constraints • Absence of a coherent development policy, strategy, and program, until very recently. • Low institutional capacity and effectiveness. • Shortage of financial resources coupled with immense investment requirements, particularly in the case of large-scale projects. • Lack of coordination among the various implementing institutions: Federal Government, Regional (State) Governments, NGOs, donors, and others involved. • Lack of appropriate technology at the level of local resources. Irrigation Engineering irrigational engineering Shafi.A 70 Summary of major constraints • Low level of infrastructural development that would allow easy access to inputs and outputs. • Absence of involvement of the stakeholders in the development process. • Inadequate technical capacities. • Lack of data and information required for efficient sector planning and management. • Insufficient public-private partnerships. • Low water use efficiencies in all water consuming sectors. Irrigation Engineering irrigational engineering Shafi.A 71 List of Federal Government LS & MS irrigation projects • • • • • • • • • • • • Alwero Abobo 1 Omo Ratti Gode 2 Koga3 Dabus Ribb NE Tana Megech Gilgel Abbay-5 Upper Guder NW Tana Gumara Irrigation Engineering irrigational engineering Shafi.A 72 List of Federal Government LS & MS irrigation projects • • • • • • • • • • • • • SW Tana Tis Abbay Pump. Tis 3-5 Azena/Ayo Study/Part Imp: Arjo-Didessa Negesso Dabena Angar Nekemte Humera BaroRB Upper Beles Irrigation Engineering irrigational engineering Shafi.A 73