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<br />{..1 <br /> <br />APP.-30-1996 12:31 <br />I <br />I <br />I <br />i <br />i <br />I <br />; <br />Deliverables: <br />I <br />! . <br />I <br /> <br />FROM R IUERS I I'E TECHNOLOGY. IN!: <br /> <br />TO <br /> <br />13038664474555 <br /> <br />P.ll <br /> <br />State: A memoran urn cIocumenting lhe modification of ST A TEMOD input mes to <br />repre,sent upstream d downstream tenninus and the eompnrison of the l'hMe ill and <br />Phase II mos. <br />I. RTiWR: ST A 0 input files reflecting instream reaches modeled using <br />I nI'~lr/'!am ~nd down !ream tenninus. <br />I. RTiWR: Two big icture plots comparing the average annual diversions for the <br />Pha~p. III ~nd the l' ase II model runs. <br /> <br />, <br />i , <br />2.12. I Bal;C flow generarron <br /> <br />Objcctive: For the While ver Ba.~in. generate the hao;e flow hydrology after the inclusion of <br />aggre~ated Irrigation structure reservoirs/stock ponds. and instream tlow~, II is ",~sl1med for <br />bUdgeting purposes lhat most the aggregated structures will be imposed on the existong hao;e <br />now +twork. However, It Is e .t1mated that the number Of base flow points may increa~ hut will <br />Dol cxceed 10 additional ba.~en w points. This task Is to be accomplished through the followIng <br />, <br />specific wUI1o. lasks; <br />I <br />! <br /> <br />1~~~ <br /> <br />ApprJaeh: <br />I <br />I <br />i 1, RTiWR: Dctcrmin tributary =. eSlimate avera~ =al precipitation, and the <br />i precipitation weigh d ll1'l:1l for each new base flow point (not 10 eltc;eed 10). These <br />! areas will be doubt plnnimetcrcd by hand rather thllll using GIS delineation. <br />i 2. RTiWR: For each ew b3!:e now point being lidded to the network. check to sec if a <br />i significant stream fl w gage (5 years within study period) exists within the tributary <br />and add the gage to he network. This includes filling missing data at the gage <br />location if required. <br />i <br />l'~ RTiWW: Revise t <br />, <br />! pOints, May 1'P.t}ni <br />i 4. R'J'iWk: (ienelllte <br />i <br /> <br />reql1ire.d ST ATEMOD input files to include the new base flow <br />mOOttication to existing Phase II base flow points. <br />aRC flow~ ann vlsnally check: for negative, base flow values. <br /> <br />OJ&o..'Y. <br /> <br /> <br />/8. <br />, <br />19. <br />I <br />i <br />IlellV1mhlP.S: <br /> <br />I <br />I <br /> <br />RTlWR: Review b se now results wilh Ihe Stale in a, !llP.etine, 'I "'1"Tmi"" the '~ <br />. " " , ," . <br /> <br />RTIWR: Impleme lhe modifications discussed in the re~lew meeting and <br />"'IIC:llcralc: I.>~ no s al a 1".,,\ or CrCUIl nOllU exeeed 8 hours. If modifications [0 <br />base flows are !'Cqu' cd beyond 8 hOUlS. a dllUlXC: oldcr.will!;c n'qucsLed.. <br />State: Document th base flow network, any additional sl1'ealDflo~ gages alld <br />associated data fi . g, ond the bose flows in a 1.2 puge memorandum. <br />RTiWR: Review morandum. <br />State: Incorporate nsulbnt comments. <br /> <br />oozj <br />, <br />I <br />I <br /> <br />