- •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
- •5.7 Summary
- •5.6 Basin irrigation design
- •5.6.1 An example of basin design
- •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
3.1.2 Scope of the guide
The surface irrigation system is one component of a much larger network of facilities diverting and delivering water to farmlands. Figure 2 illustrates the 'irrigation system' and some of its features. It may be divided into the following four component systems: (1) water supply; (2) water conveyance or delivery; (3) water use; and (4) drainage. For the complete system to work well, each must work conjunctively toward the common goal of promoting maximum on-farm production. Historically, the elements of an irrigation system have not functioned well as a system and the result has too often been very low project irrigation efficiencies.
The focus of surface irrigation engineering is at the water use level, the individual irrigated field. For design and evaluation purposes, these guidelines will note elements of the conveyance and distribution system, especially those near the field such as flow measurement and control, but will leave detailed treatment to other technical sources.
3.1.3 Evolution of the practice
Although surface irrigation is thousands of years old, the most significant advances have been made within the last decade. In the developed and industrialized countries, land holdings have become as much as 10-20 times as large, and the number of farm families has dropped sharply. Very large mechanized farming equipment has replaced animal-powered planting, cultivating and harvesting operations. The precision of preparing the field for planting has improved by an order of magnitude with the advent of the laser-controlled land grading equipment. Similarly, the irrigation works themselves are better constructed because of the application of high technology equipment.
The changes in the lesser-developed and developing countries are less dramatic. In the lesser-developed countries, trends toward land consolidation, mechanization, and more elaborate system design and operation are much less apparent. Most of these farmers own and operate farms of 1-10 hectares, irrigate with 20-40 litres per second and rely on either small mechanized equipment or animal-powered farming implements.
Probably the most interesting evolution in surface irrigation so far as this guide is concerned is the development and application of microcomputers and programmable calculators to the design and operation of surface irrigation systems. In the late 1970s, a high-speed microcomputer technology began to emerge that could solve the basic equations describing the overland flow of water quickly and inexpensively. At about the same time, researchers like Strelkoff and Katapodes (1977) made major contributions with efficient and accurate numerical solutions to these equations. Today in the graduate and undergraduate study of surface irrigation engineering, microcomputer and programmable calculator utilization is, or should be, common practice.
Microcomputers and programmable calculators provide several features for today's irrigation engineers and technicians. They allow a much more comprehensive treatment of the vital hydraulic processes occurring both on the surface and beneath it. One can find optimal designs and management practices for a multitude of conditions because designs historically requiring days of effort are now made in seconds. The effectiveness of existing practices or proposed ones can be predicted, even to the extent that control systems operating, sensing and adjusting on a real-time basis are possible.
