- •Unit 1. Lesson1.
- •Vocabulary:
- •Lesson 2
- •1.Прочитайте и переведите текст. Water is life.
- •Vocabulary:
- •Lesson 3
- •1.Прочитайте и переведите текст. The hydrologic cycle.
- •Lesson 4.
- •1.Прочитайте и переведите текст. The water of the Earth
- •Lesson 5.
- •1. Прочитайте и переведите текст. Hydraulics.
- •Vocabulary:
- •Lesson 6.
- •1.Прочитайте и переведите текст.
- •Vocabulary:
- •Lesson 7.
- •1.Прочитайте и переведите текст. Water in Moscow.
- •Vocabulary:
- •Lesson 8.
- •1. Прочитайте и переведите текст. The spring water of Moscow
- •Vocabulary:
- •Lesson 9.
- •Прочитайте и переведите текст. Moscow waterworks.
- •Vocabulary:
- •Lesson 10.
- •1.Прочитайте и переведите текст Where Moscow’s water flows from
- •Vocabulary:
- •Lesson 11.
- •1.Прочитайте и переведите текст. Water: Pay More, Use Less.
- •Vocabulary:
- •Lessons 12-13.
- •1. Прочитайте и переведите текст.
- •Part 1.
- •Vocabulary:
- •Vocabulary:
- •Lessons 14-15. Water Supply and sewages
- •1.Прочитайте и переведите текст.
- •Vocabulary:
- •Part 4 .
- •Vocabulary:
- •Lesson16.
- •1.Прочитайте и переведите текст. How can the Aral Sea be saved?
- •Vocabulary:
- •Lesson 17.
- •1.Прочитайте и переведите текст. Keeping the Caspian clean.
- •Vocabulary:
- •Lesson 18.
- •1.Прочитайте и переведите текст. What is to be done with the Sea of Azov.
- •Vocabulary:
- •Lesson 19.
- •1. Прочитайте и переведите текст.
- •Volga water is not sufficient
- •Lesson 20.
- •1. Прочитайте и переведите текст. Watching the ecology.
- •Text 2 Sprinkler irrigation
- •Text 3 Subirrigation
- •Text 1 The perspective and objectives of irrigation
- •Irrigation methods and their selection
- •2.1 Compatibility
- •2.3.Topographical characteristics
- •2.4. Soils
- •2.5. Water supply
- •2.6.Crops
- •2.7. Social influences
- •2.8. External influences
- •2.9. Summary
- •3.1.2 Scope of the guide
- •3.1.3 Evolution of the practice
- •3.2 Surface irrigation methods
- •3.2.1 Basin irrigation
- •3.2.2 Border irrigation
- •3.2.4 Uncontrolled flooding
- •3.3 Requirements for optimal performance
- •3.3.1 Inlet discharge control
- •3.3.2 Wastewater recovery and reuse
- •3.4 Surface irrigation structures
- •3.4.1 Diversion structures
- •3.4.2 Conveyance, distribution and management structures
- •3.4.3 Field distribution systems
- •Text 4 Advantages and disadvantages of surface irrigation
- •4.1. Advantages
- •4.2. Disadvantages
- •Text 5.
- •5.1.Objective and scope of design
- •5.2 The basic design process
- •5.2.1. Preliminary design
- •5.2.2 Detailed design
- •5.3 Computation of advance and intake opportunity time
- •5.4 Furrow irrigation flow rates, cutoff times, and field layouts
- •5.4.1 Furrow design procedure for systems without cutback or reuse
- •5.4.2 Design procedure for furrow cutback systems
- •5.4.3 Design of furrow systems with tailwater reuse
- •5.4.4 Furrow irrigation design examples
- •5.5 Border irrigation design
- •5.5.1 Design of open-end border systems
- •5.5.2 Design of blocked-end borders
- •5.5.4 A blocked-end border design example
- •5.6 Basin irrigation design
- •5.6.1 An example of basin design
- •5.7 Summary
- •Text 6. Field measurements
- •Text 7. Determining water requirements
- •Figure 2 a perspective of the on-farm water balance
- •Figure3 The perspective of water balance at the field level
- •An example problem on soil moisture
- •Text 2 Environmental problems
- •Text 3 Aral Sea- What Was and What Is
- •Is the climate warming?
- •Conclusion.
- •Glossary of terms
- •Vocabulary
2.7. Social influences
Beyond the confines of the individual field, irrigation is a community enterprise. Individuals, groups of individuals, and often the state must join together to construct, operate and maintain the irrigation system as a whole. Within a typical irrigation system there are three levels of community organization. There is the individual or small informal group of individuals participating in the system at the field and tertiary level of conveyance and distribution. There are the farmer collectives which form in structures as simple as informal organizations or as complex as irrigation districts. These assume, in addition to operation and maintenance, responsibility for allocation and conflict resolution. And then there is the state organization responsible for the water distribution and use at the project level.
Irrigation system designers should be aware that perhaps the most important goal of the irrigation community at all levels is the assurance of equity among its members. Thus the operation, if not always the structure, of the irrigation system will tend to mirror the community view of sharing and allocation.
Irrigation often means a technological intervention in the agricultural system even if irrigation has been practiced locally for generations. New technologies mean new operation and maintenance practices. If the community is not sufficiently adaptable to change, some irrigation systems will not succeed.
2.8. External influences
Conditions outside the sphere of agriculture affect and even dictate the type of system selected. For example, national policies regarding foreign exchange, strengthening specific sectors of the local economy, or sufficiency in particular industries may lead to specific irrigation systems being utilized. Key components in the manufacture or importation of system elements may not be available or cannot be efficiently serviced. Since many irrigation projects are financed by outside donors and lenders, specific system configurations may be precluded because of international policies and attitudes.
2.9. Summary
The preceding discussion of factors affecting the choice of irrigation systems at the farm level is not meant to be exhaustive. The designer, evaluator, or manager of irrigation systems should be aware of the broader setting in which irrigated agriculture functions. Ignorance has led to many more failures or inadequacies than has poor judgement or poor training.
As the remainder of this guide deals with specific surface irrigation issues, one needs to be reminded that much of the engineering practice is art rather than science. Experience is often a more valuable resource than computational skill, but both are needed. It is a poor engineering practice that leaves perfectly feasible alternatives just beyond one's perspective.
TEXT 3.
Surface irrigation systems.
3.1. Introduction to surface irrigation
3.1.1 Definition
Surface irrigation has evolved into an extensive array of configurations which can be broadly classified as: (1) basin irrigation; (2) border irrigation; (3) furrow irrigation; and (4) uncontrolled flooding. As noted previously, there are two features that distinguish a surface irrigation system: (a) the flow has a free surface responding to the gravitational gradient; and (b) the on-field means of conveyance and distribution is the field surface itself.
A surface irrigation event is composed of four phases as illustrated graphically in Figure 1. When water is applied to the field, it 'advances' across the surface until the water extends over the entire area. It may or may not directly wet the entire surface, but all of the flow paths have been completed. Then the irrigation water either runs off the field or begins to pond on its surface. The interval between the end of the advance and when the inflow is cut off is called the wetting or ponding phase. The volume of water on the surface begins to decline after the water is no longer being applied. It either drains from the surface (runoff) or infiltrates into the soil. For the purposes of describing the hydraulics of the surface flows, the drainage period is segregated into the depletion phase (vertical recession) and the recession phase (horizontal recession). Depletion is the interval between cut off and the appearance of the first bare soil under the water. Recession begins at that point and continues until the surface is drained.
Figure 1. Time-space trajectory of water during a surface irrigation showing its advance, wetting, depletion and recession phases.
The time and space references shown in Figure 1 are relatively standard. Time is cumulative since the beginning of the irrigation, distance is referenced to the point water enters the field. The advance and recession curves are therefore trajectories of the leading and receding edges of the surface flows and the period defined between the two curves at any distance is the time water is on the surface and therefore also the time water is infiltrating into the soil.
It is useful to note here that in observing surface irrigation one may not always observe a ponding, depletion or recession phase. In basins, for example, the post-cut off period may only involve a depletion phase as the water infiltrates vertically over the entire field. Likewise, in the irrigation of paddy rice, an irrigation very often adds to the ponded water in the basin so there is neither advance nor recession - only wetting or ponding phase and part of the depletion phase. In furrow systems, the volume of water in the furrow is very often a small part of the total supply for the field and it drains rapidly. For practical purposes, there may not be a depletion phase and recession can be ignored. Thus, surface irrigation may appear in several configurations and operate under several regimes.
