Planning & Conveyance and distribution systems in groundwater irrigation schemes: Conjunctive use of surface and ground water, components of tube-wells

1.1 Exploration and development of groundwater:

Exploration of groundwater:

  • Objective is to locate aquifier capable of yielding water of suitable quality, for irrigation, drinking water, agricultural and industrail purpose.
  • Done by geophysical drilling.

Methods:

1. Surface exploration:

  • Geological method.
  • Remote sensing.
  • Surface geophysical method.

2. Sub- surface exploration:

  • Test drilling.
  • Geophysical logging.

Aquifer:

  • Aquifer is underground water bearing layer of permeable rock.
  • Types:

a. Confined aquifer: Presence of underground water.

b. Unconfined aquifer: Open to atmospher.

  • Advantage of ground water:
  • Less investment required.
  • No channel required.

1.2 Types of well:

  • Well are vertical holes driven below the ground surface to extract water from ground.

a. Shallow well:

  • Hole which has been dug, bored, driven or drilled into ground for purpose of extracting water.

        b. Deep well:

  • Well drilled to an aquifer below an impervious strata.
  • Water is hard and contains dissolved salt.

1.3 Components of tube well:

  • A tube well consist of 100 to 200 mm wide stainless steel tube or pipe which is bored into underground aquifer.

Components:

Figure: Components of tube well

a. Temporary reservoir:

  • Small reservoir of water made at outlet of tube well.

b. Casing:

  • Support to the well.
  • Protect borehole from collapse.

c. Screening:

  • Help to maintain good water supply from aquifer.
  • Allow for long term satisfactory operation of well.

1.4 Design consideration of shallow and deep well:

  • Determining location of well.
  • Water well design and installation.
  • Well drilling.
  • Well development (includes well screen, well casing is developed and borehole is cleaned).
  • Well head protection (construction of well seal and use of backflow prevention device).

1.5 Type and selection of pump:

Types of pump:

1. Centrifugal pump:

Figure: Centrifugal pump
  • Mechanical device designed to move a fluid by means of transfer of rotational energy from one or more driven rotors called impeller.
  • Simple design and produce high flow rate and high efficiency.

2. Reciprocating pump:

Figure: Reciprocating pump
  • Pump which uses backward and forward movement to move a fluid.
  • Provide steady, unchanging flow rate.
  • Better than centrifugal pump.

Selection of pump:

  • Should be capable of pumping required quantity of water.
  • Intial cost should be cheap.
  • Maintenance cost should be cheap.
  • Should be reliable.
  • Should be high efficeient.
  • Should have long life and depreciation cost should be small.
  • Cost of labour should be low.

1.6 Conveyance and distribution system in ground water irrigation schemes:

  • Water is conveyed from ground water source to cropped field using network of open channel or pipe line.
  • Pipe line have more advantage than open channel because it save water and energy consumption.
  • Though underground pipe distribution system is expensive it have many advantage such as:
    • Farmers receive water near the field.
    • Seepage, evaporation loss are avoided.
    • Quantity of water delivered is same in each outlet.
    • Maintenance cost is low.
    • Full control of water supply.

1.7 Conjunctive use of surface and ground water:

  • Conjuctive use is the combined use of surface water and ground water resource in a unified way to optimize water use and minimize adverse effect of using a single source.
  • Efficient and ecnomic way to maximize agricultural production.

Advantage:

  • Problem of water logging is reduced.
  • Promotes sustainable water management.
  • Improves environmental condition of irrigated area.
  • Enhance water use efficiency.

Limitation:

  • Reduce pump efficiency due to large fluctuation of water level.
  • Active participation of people required for proper conduction.
  • Construction of ground water recharge structure required.
References:
  • WECS (1998), Design Guidelines for Surface Irrigation in Terai and Hills of Nepal, (Vol. I and II)
  • Michael, A.M.(2011). Irrigation theory and practice
  • FAO(1977). Guidelines for Predicting Crop Water Requirements. FAO Irrigation and Drainage Paper No. 24.

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