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WSP06476
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Last modified
1/26/2010 2:22:57 PM
Creation date
10/12/2006 1:39:26 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8271.300
Description
Colorado River Basin Salinity Control Program - General Information and Publications-Reports
Basin
Colorado Mainstem
Water Division
5
Date
6/1/1978
Title
Salinity Management Options for the Colorado River -- Part 1 of 2 -- Title Page - Page 168
Water Supply Pro - Doc Type
Report/Study
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<br />0 Table ~8. Comparison of TIT IIaz and finoJ salt concentration for corn, aI,fa//a, and oats at various levels of water <br />C.;> appUctJtion and ini Balt concentration. <br />~ <br />.....y Irrigation T/Tp Initial Final Salt Concentration <br />N and Salt meq/liter <br /><Xl Rain Concentration <br /> em Corn Alfalfa Oats meq/liter Corn Alfalfa Oats <br /> 5.6 0.81 0.52 0.29 20 62 43 33 <br /> 5.6 0.77 0.50 0.28 50 127 97 78 <br /> 5.6 0.48 0.33 0.18 200 305 277 248 <br /> 10.3 0.89 0.61 0.37 20 60 42 33 <br /> 10.3 0.86 0.58 0.36 50 120 94 76 <br /> 10.3 0.55 0.42 0.24 200 296 269 242 <br /> 15.0 0.97 0.68 0.46 20 56 43 33 <br /> 15.0 0.93 0.66 0.44 50 116 94 76 <br /> 15.0 0.64 0.49 .0.32 200 296 268 242 <br /> 22.0 0.98 0.80 0.59 20 40 41 43 <br /> 22.0 0.98 0.78 0.58 50 95 92 76 <br /> 22.0 0.78 0.63 0.46 200 291 263 240 <br /> 40.8 0.99 1.00 0.89 20 27 30 26 <br /> 40.8 0.98 1.00 0.88 50 64 64 58 <br /> 40.8 0.97 0.93 0.80 200 227 228 208 <br /> 56.4 1.00 1.00 0.97 20 23 24 24 <br /> 56.4 1.00 1.00 0.93 50 50 52 52 <br /> 56.4 1.00 1.00 0.93 200 189 195 185 <br /> 66.7 1.00 1.00 0.99 20 20 20 22 <br /> 66.7 1.00 1.00 0.99 50 42 44 43 <br /> 66.7 1.00 1.00 0.99 200 153 158 157 <br /> <br />levels, but there was a marked difference when the <br />concentration was 200 meq/l. <br /> <br />The results showing final salt concentration levels <br />indicate a buildup of salts in the soil proffie for each <br />crop until the water application roaches a high level. <br />This buildup could have serious effects on yields if it <br />were maintained over a long period of time. However, <br />at the 56.4 and 66.7 centimeter levels, salt is leached <br />from tbe soil and the buildup ceases. <br /> <br />The data in Table 29 also demonstrate the buildup <br />of salts that occurs in the lower four annual water <br />application rates. The drainage figures show an <br />upward flow of water until irrigation roaches 56.4 <br />centimeters, especially for the longer. rooted corn and <br />alfalfa. The salt flow to groundwater figures show the <br />amount of salts in millequivalents that transfer from <br />tbe soil to the irrigation return flow. The negative <br />values in the lower water application rates indicate a <br />buildup of salts whicb occurs because of tbe <br />evapotranspiration process. At the two highest water <br />application levels, the values are positive 8Ild indicate <br />some transfer of salts from tbe soil into the roturn <br />flow. <br /> <br />The single point values relating water added to <br />the T /T are somewhat unrealistic in a real field <br />situation'b;,;use water is not distributed uniformly. <br />Even with the host irrigation system there are. parts <br /> <br />of the field that receive more water than others. To <br />account for this, a uniformity coefficient Cu has been <br />defined as follows: <br /> <br />Cu = 1.~ <br />M <br /> <br />in which M is the average irrigation rate and D is tbe <br />average deviation (sign ignorod) about the average <br />irrigation rate. When Cu = 1, water application is <br />completely uniform. For the sprinkler irrigation <br />simulation the coefficient used in the model was equal <br />to 0.66. The value was 0.42 for flood irrigation. Tbe <br />values of T /~p and final salt concentration were <br />adjusted'for tnese variations in Cu to incroase the <br />accuracy of the model. The data showing the variation <br />of TITR will not be presented in this work but are <br />includell as part of the economic model. <br /> <br />The ~nomle Model <br /> <br />The economic model is designed to suggest ways <br />to maximize profits at various levels of salt outflow <br />from the farm operation. This is done through the use <br />of a linear programming procedure designed to <br />minimize the income 10S80S imposed by restraints on <br />the salt outflow from tbe irrigation roturn flow. It is <br />based on the physical model and on a set of coet and <br /> <br /> <br />28 <br />
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