
Irrigation Systems and Water Management Programme
INTRODUCTION
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-1 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. Therefore, Irrigation Systems and Water Management Programme
of Water Resources Research Institute (WRRI) has been devised with following
objectives.
OBJECTIVES
Design, layout and install irrigation systems to improve water use efficiency
Adopt high efficiency irrigation systems using locally available materials and techniques
Efficient Utilization of low quality waters
RESEARCH
ACHIEVEMENTS
Sprinkler Irrigation
Sprinkler irrigation systems may be used for all types of soils, topographic
conditions and crops. These are labor, 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 and produce 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
field conditions. Diesel engine and PTO driven (tractor 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.
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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 (44% of 79.8 million hectares) is outside the
Indus basin where rainfall is the only source of water for crops. In the rainfed
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 1.4 to 1.7 ton ha-1 and straw
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 and
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
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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. |
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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 centre 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 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 the
Guava, Falsa and Beer. A technology and knowledge has been developed for use of
low quality water with minimum disturbance of soil health.
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.
Irrigation Support Services
Due to water scarcity, the awareness for improved irrigation methods among
farming community is increasing. The WRRI has initiated an irrigation support
services for developmental agencies, NGOs and farmers. The irrigation systems
are designed considering soil, water, crop, climate and farmers preferences. On
an average about 5-6 farmers visit WRRI monthly and discuss their irrigation
management issues.
CURRENT ACTIVITIES
Testing of locally developed Raingun PY1-50.
Evaluation of locally developed and imported sprinkler and trickle irrigation systems' components available in the country.
Improving water and energy use efficiency for electric and diesel pumping systems.
Supplemental irrigation for improving water use efficiency
Irrigation support services to developmental agencies, NGOs and farmers.
Develop linkages with local industries involved in manufacturing of irrigation components.
FUTURE PLAN
Test and evaluate indigenized and imported irrigation systems.
Manage low quality water adopting suitable irrigation strategies.
Develop strategies for improving water use efficiency under water stressed areas.
Develop techniques to minimize water losses at farm level.
Develop collaborations with emerging irrigation companies
Scientists Involved
1- Muhammad Yasin, PSO/Director
2- Qurban Hussain, Senior Engineer
3- Asif Ali Bhatti, Senior Engineer
4- Mr. Ghani Akbar, Scientific Officer
Resource Person:
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Dr. Muhammad Yasin |
PSO/PL/Director |
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WRRI, NARC, Park Road, Islamabad. Ph. No. 051-9255022 |
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[Last updated: March, 2008]