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<br /> Diversion Old Lands New Lands <br />Nat. Flow Storage Total Nat. Flow. Storage Nat. Flow Storage <br />100 0 100 50 0 50 0 <br /> 80 20 100 50 0 30 20 <br /> 60 40 100 50 0 10. 40 <br /> 40 60 100 40 10 0 50 <br /> 20 80 100 20 30 0 50 <br /> 0 100 100 0 50 0 50 <br /> <br />Heron No.4 Rese:t"V'o1r releases would be made to com;pensate on <br />a daily basis for the natural flow diversions to the new lands. Since a <br />part of the additional diversions to the project lands will return to the <br />river as return flow, an appropriate credit will be given for the return <br />flow. <br /> <br />The following items will be determined for the Carro Unit: <br /> <br />1. Inflow to Zwergle Rese:t"V'oir. <br />2. Change in content of Zwergle Rese:t"V'oir. <br />3. Increased evapotranspu'l;rHG>n losses from Zwergle Reservoir <br />area. <br />4. Release from ZwergleReservoir. <br />5. Total diversions. <br />6. COnBtUIlPtive use. <br />7. Return flows. <br /> <br />P'rCl)m the above, the amount of water gOing il'lto storage, the <br />amount of natural flow diverted, and the alIlOUllt. of stored water released. <br />for diversion and diverted may be computed on a daily basis. The diver- <br />s:l.on of natural flow and stored water between old lands and new lands <br />would bEl computed as explained. above. <br /> <br />Taos Unit. This unit, containing both presently irrigated <br />lands and.. new lands , will receive its water supply from seven streall\S, <br />1I1cluding a diversion from the Rio Hondo to the< Rio Taos . There rlil .< . <br />be. direot diversions of natval flow from all streams as. Well < as diver- <br />sions of' stored water from Valdez Rese:t"V'oir, llllcated on the Rio Hondo, <br />and Indian C~ Rese:t"V'oir, located on Rio Grande de Ranchos. Gaging <br />stations either<exist or are being installed above the diversions on <br />all streams supplying water to this unit to determine all natural flow <br />available to the unit. <br /> <br />If there are losses or gains to the natural flow between the <br />points of measurement and the points of diversion an appropriate correc- <br />tion will be made to. determine the amount of natural flow available for <br />diversion. <br /> <br />The suggested accounting method for the daily or short-term <br />effect this unit wouJ.r.i have on the Rio Grande flows atld replacement <br /> <br />22 <br />