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WSPC02689
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Last modified
7/29/2009 8:11:10 AM
Creation date
10/9/2006 3:30:53 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System-Ray
State
CO
Water Division
5
Date
8/1/1991
Author
BOR
Title
Consumptive Use Modeling-Inventory of Hydrologic Models-Global Climate Change Response Program-Excerpt
Water Supply Pro - Doc Type
Report/Study
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<br />'1 <br /> <br />, <br />I <br />) <br /> <br />I: <br />i I <br />I ! <br />i <br />I <br />I <br />I <br /> <br />Olli:JH <br /> <br />HYDROLOGIC MODELS INVENTORY <br /> <br />EVALUATION FORM <br /> <br />NAME or MODEL: SPACE - Sprinkler Profile and Coverage Evaluation <br /> <br />FUNCTION: Evaluating performance of sprinklers for given spacings. <br /> <br />AGENCf & OFFICE: California State University <br />Center for Irrigation Technology <br />Fresno, CA 93740 <br /> <br />TECHNICAL CONTACT: Joe Oliphant <br /> <br />MACHINE COMPATIBILITY: IBM PC, G40K, Graphics Card, Dot-Matrix printer, <br />DOS 2.1 or later <br /> <br />DOCllKEN'l'ATION: Fully documented <br /> <br />SPATIAL PRECISION: N/A <br /> <br />TEMPOllAL PRECISION: N/A <br /> <br />OVERVIEW OF CAPABILITIES, ASSUMPTIONS: Calculate CU, DU, average, minimum, and <br />maximum application rates. Calculates "scheduling coefficient", run-time <br />multiplier based on efficiency of the sprinkler performance. For single-leg <br />tests, assumes symmetrical performance over the arc of the sprinkler. <br /> <br />STRENG'rIlS: <br />tested. <br /> <br />Any number of spacings can be done once the sprinkler has been <br /> <br />WEAKNESSES: Only applicable to fixed, repeating spacing designs. <br /> <br />INPUT REQUIREMENTS: Lateral and sprinkler head spacings. <br /> <br />OUTPUT PRODUCED: "Densogram" - a graphical image of the water application over <br />the overlapped area. Efficiency coefficients, CU, DU, and scheduling <br />coefficients. Sensitivity analysis for scheduling coefficient based on a 1\, 2\, <br />5\, and 10\ window size and the single driest catchment. The window size is <br />based on the percentage of the overlapped area. The scheduling is a run-time <br />multiplier - it tells how much longer the system must run to get enough water to <br />the dry 'window'. <br /> <br />1-16 <br />
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