CROP WATER REQUIREMENTS FOR MICROIRRIGATION SYSTEM DESIGNcwc.gov.in/main/Download_Index/Crop Water...
Transcript of CROP WATER REQUIREMENTS FOR MICROIRRIGATION SYSTEM DESIGNcwc.gov.in/main/Download_Index/Crop Water...
CROP WATER
REQUIREMENTS FOR
MICROIRRIGATION SYSTEM
DESIGNManoj Khanna
Principal Scientist &
In Charge Farm Operation Service Unit (FOSU)
Water Technology Centre
ICAR-Indian Agricultural Research Institute
New Delhi
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Crop Water Requirement
Crop water requirement (WR) is the quantity
of water utilized by a crop, irrespective of its
source for obtaining maximum yield in a
particular area without any/minimum
adverse effect on soil properties.
CWR = Etc/CU + Unavoidable application losses + Special operation needs
CWR = Irrigation + Effective rainfall + Gr water contribution + Change in
soil water storage
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Crop Evapotranspiration (Etc)
Etc = Eto x Kc
Eto: Reference Evapotranspiration is estimated based on
climatic data of the place
It is estimated using Modified Penman Monteith Method
(Details can be seen in FAO Irrigation and Drainage Paper 56)
Kc: Crop factor (based on crop growth stage)
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Input Data Required
Monthly/Daily Climatic data
Minimum/Maximum Temperature
Relative Humidity
Sunshine duration
Wind Speed
Radiation
Rainfall (Effective Rainfall)
Crop data
Crop duration (sowing/harvesting date)
Crop factor
Root zone depth
Soil Data
Soil Type
Water holding capacity (Field Capacity/wilting Point)
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Effective Rainfall Based on
Fixed Percentage
Dependedable rain formula given by FAO
Empirical formulas
USDA Soil Conservation Service Formula
Not included in Irrigation requirement
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Irrigation Scheduling
Based on
Fixed depletion percentage
Irrigate at fixed interval (Frequent irrigation
in microirrigation)
Irrigate at critical stages
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Irrigation Efficiency
Surface Irrigation: 50%
Sprinkler Irrigation: 80%
Drip Irrigation: 90%
Irrigation Schedules/Planning
Develop indicative irrigation schedules to improve water
management
Evaluate the current irrigation practices and their
associated crop water productivity;
Evaluate crop production under rainfed conditions and
assess feasibility of supplementary irrigation;
Develop alternative water delivery schedules under
restricted water supply conditions.
Irrigation Schedules/Planning
Rainfall
Water stress coefficient (Ks)
Crop Etc
Root zone depletion
Net irrigation
Deficit: amount of water (in mm) below field
capacity
Irrigation losses
Gross irrigation
Flow
Soil Water Balance
CROP WATER REQUIREMENT ESTIMATION
USING CROPWAT
Demonstration of FAO CROPWAT 8.0 for
windows with example
Demonstration of FAO CLIMWAT 2.0
Irrigation Methods
(Pressurized) Drip
Sprinkler
Micro sprinkler
Characteristics
Low flow requires good filtration
Reduced application losses
Reduced runoff
Controlled application
Drip irrigation in potato
Crop Increase
in yield,
%
Water
saving,
%
Tomato 25-50 40-60
Onion 25-40 20-30
Potato 20-30 40-50
Cabbage 30-40 50-60
Cauliflower 60-80 30-40
Drip irrigation in Tomato Drip irrigation in Onion Drip irrigation in Cabbage
Drip irrigation in Cauliflower
INCREASE IN YIELD AND WATER SAVING THROUGH DRIP
IRRIGATION IN COMPARISON TO CONVENTIONAL
SURFACE IRRIGATION METHODS IN VEGETABLE CROPS
Components of Drip Irrigation
System
Main line HDPE/ PVC
Sub main line HDPE/ PVC
Laterals LLDPE/ LDPE
Emitters Line source/ Point Source/ Disk Source
Control system Filters/ Controllers
Fertigation system Tanks/ Venturi System
Advantages of Drip Irrigation
System
Better Soil water regime for higher crop yield
Water and Fertilizer savings
Less labour intensive
Land levelling not required
Minimal weed problem
Automatic control is possible
Less incidence of pest and diseases
Adaptability and Limitations of Drip
Irrigation System
All Types of fruits, vegetables, vines, cotton,
sugarcane
Arid and semi-arid areas
Hilly areas, Coastal, Waste lands
Operational problems such as clogging
High initial cost
Higher Skill s required for operation
Adaptability
Limitations
Design of Drip Irrigation Systems
Design Steps
Crop Water Requirement (Monthly, Litres)
NAKKE V pcp
V = Volume of water required (litres)
Ep = Mean pan evaporation for the month (mm/day)
Kc = Crop factor
Kp = Pan factor
A = Area to be irrigated (Sq.m.)
N = Number of days in a month
Design of Drip Irrigation Systems
Design Steps
Crop Water Requirement (Monthly, Litres)
ARVV en Net Volume of water
to be applied=
Where, Re = Effective rainfall (mm)
Design of Drip Irrigation Systems
Design Steps Crop Water Requirement (Monthly, Litres)
Number of operating hours
of System during a month (T)=
Where, Wp = percentage wetting
edischdripperPlantsofNoplantperdrippersofNo
WVT
pn
arg..
Design of Drip Irrigation Systems
Design Steps
Crop Water Requirement (Monthly, Litres)
Number of operating hours of
System per application (Tm)=
Where, Nm = Number of application per month
mN
T
Hydraulic Design of Drip Irrigation
Systems
The flow through nth section of pipe given
by
Where:
qi = discharge from each emitter LPH;
Qn= flow passing through nth section LPH;
m= total number of emitters in lateral line;
i= emitter number in lateral line
m
ni
in qQ
m
ni
in qQ
Hydraulic Design of Drip Irrigation
Systems
The characteristics of flow (laminar or turbulent)
are identified by Reynolds’s number which is
given by
Where:Vn = Mean velocity of flow through the nth section of
pipe, m/sec;
D = inner diameter of pipe, m;
= kinematic viscosity of water in m2/sec
Laminar flow Ren<2000
Turbulent flow Ren> 2000
m
ni
in qQ
DVn
n Re
Hydraulic Design of Drip Irrigation
Systems
Head loss for pipe flow in both laminar and
turbulent range is given by
Where:
Fn = head loss due to friction in nth section of line
fn = friction factor in nth section of line
L = length of nth section of line
G = acceleration due to gravity
Laminar flow Turbulent flow
m
ni
in qQ
gD
VLfF
nn
n2
2
n
nfRe
64
25.0Re
316.0
n
nf
Hydraulic Design of Drip Irrigation
Systems
Cumulative friction head loss F for pipe flow in
lateral or main line is given by
m
ni
in qQ
n
n
nFF1