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<br />. <br /> <br />,. <br /> <br />DRAINAGE WATER REUSE STRATEGY <br /> <br />43 <br /> <br />l\) <br />Crl <br />tv <br />IV <br /> <br />is 0.6 and Vdw is 61.5 units), only 41 units (102.5-61.5) are usable for ET by <br />beans without loss of yield. Thus, 50 units (91- 41) of the original 100 units <br />of good-quality water were made unusable for the production of beans by add- <br />ing saline water of Ec=32 dS/m to it in the ratio of 1:40. <br />Some people advocate that drainage waters should be diluted with a good- <br />quality water (to meet some specified discharge standard; sayan EC of 1.5 dS/ <br />m, as resulted in Case 3) and then returned to a good-quality water supply. For <br />example (as in Case 3) 1 unit of drainage water of Ec=32 dS/m could be <br />blended with 40 units of water OfEC = 0,5 dS/m and then the 41 units of blended <br />water of EC = 1.5 dS / m returned to the major water supply of good quality, The <br />above results show that even when a relatively small volume of such blended <br />water is incorporated into the larger good-quality water supply, the net result <br />is that a fraction of this latter water is made unusable for evapotranspiration <br />by salt-sensitive crops (such as beans) without loss of yield. In the case de- <br />scribed above 50 units out of every 100 units in the large supply will be made <br />unusable for each 1 unit of drainage volume added to it, <br />The significance of such losses of usable water through blending will depend <br />upon a number of factors, especially upon the salt sensitivity of the crop to be <br />grown with the blended water. and the relative concentrations and volumes of <br />the drainage and receiving waters. Therefore the merits of blending should be <br />evaluated on a case by case basis. <br /> <br />Case 4 <br /> <br />To further illustrate' the effects of blending and of alternative drainage man- <br />agement practices on the usability of water supplies, this case compares the <br />losses in crop yield and in the volumes of usable water that accompany the <br />increases of salinity in a hypothetical river system being used for irrigation <br />under different strategies of drainage management. Such a comparison shows <br />that the pollution of waters (rivers) that occur through the return of drainage <br />waters can be avoided by intercepting, isolating and reusing the drainage waters <br />for irrigation. <br />The conditions: a river of 500 units of volume and of Ec=0.5 dS/m which <br />passes through four successive identical irrigation projects, In each project water <br />is diverted from the river and used to irrigate four crops, Some of the water is <br />consumed by the crops in evapotranspiration. The amounts consumed in each <br />project are as follows for each crop: beans (25 units), alfalfa (40 units), wheat <br />(25 units) and cotton (14.4 units). The volumes of water applied to each crop <br />are sufficient to meet these levels of ET and the following leaching fractions: <br />beans, L=O,2; alfalfa, L=O.l; wheat, L=O,2; and cotton, L=0.15, Three dif- <br />ferent irrigation/drainage management strategies are simulated, In strategy I, <br />each crop is irrigated with the river water (of salinity level as it enters each <br />project) and all of the percolated drainage water from each crop is collected <br /> <br /> <br />..:..,."......,..:-.-.... <br /> <br />. ::'. " ,......', '. .; :..;' '.' '. . ,.,.~ ,-:.... _.'!.~ . <br /> <br />. . ....:"::... .~...:\(i~;%sj;~. . <br /> <br /> <br />- . . . '..'~ "", -: ,".:;. '.'. -."":,.. <br /> <br />.' " <br />.--',:.D:::,'~-,:,/;r:.:: .' <br /> <br />.~':(..-. .~.>.~? "'~'-"".._'._....' <br />. . ..;.../:'~.,.:::;. . 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