
Irrigation Systems and Water Management Programme
At present the low water availability is one of the main constraints in increasing per acre yield and bringing more area under cultivation. The per capita availability of water has reduced from 5650 m3 in 1951 to 1200 m3 in 2003 against the international standard of 1500 m3. It will decrease to 800 m3 in 2025. Moreover, competition for water is also increasing with the rise in population, urbanization and industrialization. The domestic and industrial water uses will increase to 15% by 2025 of the available water resources against 3% in 2000. Agriculture is the major user of good quality water (93%) but its share is decreasing because of competing non-agricultural demands. The productivity of water is very low in Pakistan. Such as for cereal it is 0.13 kg m-3 of water in Pakistan against 1.56 kg m-3 in USA, 0.82 kg m-3 in China and 0.39 kg m-3 in India. This low water productivity is due to low water use efficiency as a result of conventional irrigation methods and poor agronomic practices. Under this situation there is need to utilize the available water more efficiently and wisely alongwith introducing innovative and high efficiency irrigation systems.
OBJECTIVES
Design, layout and install irrigation systems to improve water use efficiency
Adapt high efficiency irrigation systems using locally available materials and techniques
Efficient utilization of low quality waters
RESEARCH ACHIEVEMENTS
Sprinkler Irrigation
Sprinkler irrigation systems are labour, water and fertilizer efficient. Sprinkler irrigation systems are most desirable for soils with a high permeability and/or low water holding capacity. However, sprinkler irrigation systems require high pressure pumps. Water Resources Research Institute (WRRI) in collaboration with local pump industry developed multistage pumps which deliver discharge from 2 to 12 lps at a pressure upto 60 m. Different models of Chinese rainguns were tested and two models (PY1-30 and PY1-50) have been indigenized in collaboration with local industries. Different sizes of replaceable nozzles have also been developed to cover a range of pressure and discharge under different site-specific conditions. Diesel engine and tractor PTO driven (operated) raingun sprinkler irrigation systems were also developed. In a portable system, a high pressure pump is coupled with a prime mover (electric motor, diesel engine or a tractor) and is mounted on a two wheel trolley which can be moved from one location to another. In semi-portable, the pumping unit is fixed near a water source. The main delivery pipe may be fixed and laterals alongwith raingun are moved from field to field. This type of system is good for small farmers having an area of 2.5 ha.
|
|
|
|
Models of Raingun (PY1-20, PY1-30, PY1-40 and PY1-50) |
Portable Raingun sprinkler irrigation systems |
Trickle Irrigation
Trickle irrigation has great potential especially in
water scarce areas and soils with undulating topography and poor water holding
capacities. High initial cost of imported trickle irrigation equipment is
considered to be the main limitation for large-scale adoption in Pakistan. So
WRRI in collaboration with local industry developed low density polyethylene (LDPE)
pipes (13 mm to 75 mm diameters) and their fittings. Various types of emitters;
spiral, turbo and micro-tubing were tested. The micro tubing emitters performed
better under local field conditions due to their easy installation, operation
and maintenance. Application uniformity and pressure variation in locally
developed trickle irrigation systems were evaluated. The discharge of the
micro-tube emitter varied from 7 to 12 l h-1 under pressure of 15 to 19 m. The
water application uniformity was above 85% showing satisfactory performance of
the system.
Supplemental Irrigation
A considerable area of the country is outside the
Indus basin where rainfall is the only source of water for crops. In the
rain-fed area, stochastic behavior of rainfall limits profitable crop
production. The yields of major crops are 30 to 50% lower than the national
average crop yields mainly because of lack of available soil moisture at the
critical crop growth stages. The sowing of wheat crop is often delayed due to
uncertain and scanty rains. Furthermore, water for agriculture is becoming
scarce. It is likely that it will increasingly be used as supplemental/deficit
irrigation rather than full irrigation. In rainfed areas where small quantity of
water is available in the form of nullahs, ponds, reservoirs or wells, the
sowing of crops at right times can be managed by applying small quantity of
water through raingun sprinkler irrigation to moist the required depth of
rootzone for seed germination. Similarly when the soil moisture depletion has
reached more than 80%, the life saving irrigation can be applied with raingun
sprinkler irrigation system. The benefits of supplemental irrigation with
raingun sprinkler irrigation system were evaluated. The wheat grain yield
increased from 1.4 to 1.7 ton ha-1 and straw yield from 1.3 to 2.9 ton ha-1 with
the use of supplemental irrigation. The highest net benefit was achieved with
application of 25 mm irrigation with sprinkler system at 75 % depletion of
available water. The wheat crop yield increased 45 to 100% over rainfed with 10
to 25 mm supplemental irrigation.
Pressure Discharge Relationship
The information about pressure and discharge is
pre-requisite for designing sprinkler and trickle irrigation systems. The
raingun PY1-30 is mostly recommended for irrigation of crops due to its less
pressure and energy requirements. The pressure and discharge relationship for
PY1-30 have been developed. The system was operated with 6, 8, 10 and 12 mm
diameter nozzles under 15 to 55 m pressure. The discharge of raingun increased
with increase in pressure. The relationship was developed which is being used
for designing of system. The use of PY1-30 raingun with 10-12 mm nozzles and
working pressure of 34-40 m, an area of 0.21 to 0.26 ha can be irrigated at one
setting with application rate of 2.94 to 3.86 mm ha-1. The area and application
rate can be increased with PY1-50 raingun. At working pressure of 40 to 50 m,
the area coverage is 0.43 to 0.50 ha with application rate of 4.11 to 5.03 mm
ha-1 when nozzle diameter varied from 16 to 18 mm.
For trickle irrigation system, locally developed micro-tubing emitters are performing better. So these emitters were tested under pressure heads of 3 to 21 m for different lengths and diameters. The pressure-discharge relationship for micro-tubing emitters has been developed. The relationships are being used for designing of trickle irrigation system.
Surface Irrigation
|
In the Indus Basin Irrigation System (IBIS) field crops are mostly irrigated using basin irrigation method. Low application efficiencies reported in IBIS result from improper and conventional irrigation methods and poor irrigation scheduling. Low irrigation efficiency not only results wastage of scarce water but also cause waterlogging, salinity and groundwater pollution. Considering importance of the problem, research studies were initiated at Mardan to compare basin and bed-furrow irrigation systems for maize and wheat crops. The average irrigation depth under bed-furrow was about 30% less than basin for maize and wheat whereas, maize grain yield was 42% higher under bed-furrow than basin. Furthermore, the water use efficiency was 67% and 17% higher under bed-furrow for maize and wheat crops, respectively. |
|
Border irrigation system for various stream sizes were tested at five locations under various agro-ecological conditions. Three unit stream sizes of 1, 2 and 3 lps, and three border lengths of 30, 60 and 90 meter were evaluated. The application efficiency of 90 % was achieved with stream size of 3 lps m-1 and laser leveled border of 60 m long. The increase in stream size increased the application efficiency mainly due to reduction in advance time and uniform leaching.
Skimming Wells
A thin layer of fresh water lies over saline water
mostly in the centres of "DOABS". This fresh water needs to be skimmed without
mixing of underlying saline water due to up-coning. As the skimmed water is in
small quantities and can not be used for surface irrigation. A collaborative
research project was undertaken in SCARP-II, where skimmed water was used
through sprinkler and trickle irrigation systems. The four sprinkler and two
trickle irrigation systems were installed for sugarcane, wheat, fodder and
orchards (Guava and Citrus).
Use of Low Quality Water
The farmers are in the process of increasing cropping intensity by using groundwater to an extent of around 50 % of total water use in agriculture. In the Indus basin the groundwater aquifers in around 60 % areas are of marginal to hazardous quality. A research study was conducted in the SCARP- II area to evaluate the changes occurred in the quality of groundwater with time. It was found that the quality of 12 % project area changed from very good ( <500 ppm; TDS) quality to marginal quality ( >1000 ppm; TDS) in 30 years (1965-1997) indicating deterioration of groundwater quality. The low quality water can be used for salt tolerant crops, trees and shrubs. A research study was undertaken in saline area of Sargodha district, in which irrigation was provided with marginal quality of groundwater (EC = 1.36 dS m-1, SAR = 9.2 and RSC = 2.1 meq l-1) to establish fruit trees. In another study, the barren and abandoned land was brought under cultivation using low quality water with integrated water management techniques, such as use of farm yard manure, green manuring, use of gypsum, and sulpher. The janter and kallar grass were grown along with Guava, Falsa and Ber plants.
Water Measurement
Accurate measurement of irrigation water permits more intelligent use of this scarce natural resource. Different types of water measurement devices have been tested and evaluated for water measurement under different field conditions. A "V" notch is the standard water measuring device which is used where surface gradient is available. The "V" notch was used to calibrate cutthroat flume and broad-crested weir. The cutthroat flume can be used under free flow conditions. The broad-crested weir should be used under submerged conditions. The "H" type flumes can handle large and variable flows.
Scientists Involved
Engr. Muhammad Yasin, PSO/Director
Engr. P. M. Moshabbir, PSO
Engr.Qurban Hussain, PSO
Engr. Dr. M. Munir Ahmad, PSO
Engr.Asaf Ali Bhatti, PSO
Resource Person:
|
Dr. Muhammad Yasin |
PSO/PL/Director |
|
|
WRRI, NARC, Park Road, Islamabad. Ph. No. 051-9255022 |
||
[ Back to WRRI ] [ Back to PARC ] [ Back to NARC ]