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Water District IDs <br />Six-digit structure IDs are included in the direct diversion station file, which is a combination of <br />water district number and structure ID obtained from the Division of Water Resources' (DWR) <br />structure and water rights tabulations. Water District "90" was used to represent structures that <br />divert water within the Rio Grande Basin but are located in the State of New Mexico (e.g. <br />Costilla Creek). <br />Ditch Capacities and Efficiencies <br />The watright command file references the Rio Grande network file (rg.rin) and extracts diversion <br />station data associated with all river diversion stations in this file. In its initial application, <br />watright creates the diversion station file (rg.dds), and diversion rights file (rg.ddr) which is <br />further discussed below. Application of the DMI demandts, in addition to creating the historic <br />diversion file (rg.ddh) modifies the diversion station file to include capacity estimates which <br />reflect actual diversion records and average monthly efficiency data which reflect actual diversion <br />records and consumptive irrigation requirement estimates. The following general commands <br />were used to set up specific characteristics of all diversion stations using the DMI demandts. <br />Note that the irrigation efficiency values provided are expected to be refined in subsequent phases <br />when consumptive irrigation estimates are available for every agricultural ditch. <br />• ditch capacities: the capacities of all ditches were set to their historical <br />maximum diversion amounts (usehistcap). <br />• irrigation efficiencies: monthly efficiencies were set based on information <br />developed by the RGDSS Consumptive Use contractor (Table 1) (eff12, seteff}. <br />Subsequent modeling efforts will use efficiencies determined for each month of <br />the year based on the ratio of the average crop water requirement for the month <br />to the average historical monthly diversion. <br /> Table 1 <br /> Irrigat ion Efficiencies for Phase 1a Model <br /> Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep <br />District 20 52% 0% 0% 0% 0% 0% 40% 40% 52% 52% 52% 52% <br />District 21 49% 0% 0% 0% 0% 0% 38% 38% 49% 49% 49% 49% <br />District 22 39% 0% 0% 0% 0% 0% 31% 31% 39% 39% 39% 39% <br />District 24 39% 0% 0% 0% 0% 0% 31% 31% 39% 39% 39% 39% <br />District 25 39% 0% 0% 0% 0% 0% 31% 31% 39% 39% 39% 39% <br />District 26 39% 0% 0% 0% 0% 0% 31% 31% 39% 39% 39% 39% <br />District 27 49% 0% 0% 0% 0% 0% 38% 38% 49% 49% 49% 49% <br />District 35 44% 0% 0% 0% 0% 0% 34% 34% 44% 44% 44% 44% <br />Closed Basin Delivery Points <br />Four diversion stations in Water District 20 that are explicitly represented in the Rio Grande <br />Surface Water Model supply water to the Alamosa National Wildlife Refuge and the Blanca <br />Wildlife Habitat Area. Included are the Chicago Ditch (ID 200575), the New Ditch (ID 200773), <br />and Closed Basin Canal deliveries (20ANWR and 20BLANCA). Efficiencies of these diversion <br />stations were set to 30 percent year-round to reflect less efficient water use practices associated <br />C:Acdss\Task6-7.doc Prepare Diversion Files November 04, 1999 -Page 2 of 6 <br />