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WSP12137
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WSP12137
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Last modified
1/26/2010 3:20:00 PM
Creation date
10/12/2006 5:24:42 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.100
Description
Grand Valley Unit-Colorado River Basin Salinity Control Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
11/1/1978
Title
Report to the CWCB on Irrigation Demonstrations in Grand Valley
Water Supply Pro - Doc Type
Report/Study
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<br />CJ <br />::. 1 <br />to'" <br />f~ <br />o <br /> <br />..'--, <br />-' <br /> <br />zinc deficiency will cause a gap in the leaf growth on a <br />shoot. Zinc chelate sho~ld be applied about 5#/1000 trees <br /> <br />when iron and manganese are not being applied. <br /> <br />zinc and manganese should be above 20 PPM in the leaf <br /> <br />analysis. Iron should be 80 PPM + all during the season. <br /> <br />11. A most difficult problem is weed control. Lateral <br />lines will not allow for two way cultivation with a <br />disk unless the lines are taken up. Simazone is <br />dangerous in small trees. One of our demonstration <br />plots was almost wiped out because we used a wetting <br />agent to carry the iron and manganese, and it took <br />the herbicide directly to the root of the trees. <br />Caseron has been used in the Paonia areA with good <br />results. .A mixture of 24D and Amatrol T has been <br />effective. Paraquat is z contact herbicide which <br />is safe to use but difficult to handle, Whatever <br />the agent or method used, it should be used often <br />to keep the weeds in control. <br /> <br />12. The design of microtube systems has been made easier <br />by the use of a program which tests the pressure of <br />a lateral at each tree and calculates the proper <br />length of microtube to deliver the desired flow <br />through the tube. <br /> <br />Dr. Kincade of the Agr icul tural Research S,ervice has <br /> <br />assisted in the preparation of this program. <br /> <br />J <br />The following equations were used: <br /> <br />1. 85 <br />= (q) <br />D4.8655-x <br /> <br />Pi+l = PL + ,433 x SL x Lt - .0426 (q - <br /> <br />hf <br /> <br />.0426 in psi Per 100' <br /> <br />EQN(l) <br /> <br />Q <br />6~ ) <br /> <br />1. 85x L <br />t <br />100 <br /> <br />EQN(2) <br /> <br />PL is initial pressure in P.si. <br />PL+l is the pressure differential caused by the ~ncreased <br /> <br />head and the loss in the line due to friction. <br /> <br />SL is the slope in feet/foot. <br />Lt is the distance between trees. <br />q is the initial flow at the head of the li.ne. <br /> <br />-6- <br />
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