Laserfiche WebLink
<br />Ii d . ~I d J <br /> <br />D"""""'"u, iiWE! <br /> <br /> <br />RlH:alcUale~Ufel <br /> <br />c.cw.,D""""" <br /> <br />Jo.no<\rJ"'elRoj)lDepie(joos <br /> <br />...-i <br /> <br />. <br /> <br />-t~ '.. <br />. <br /> <br />. <br /> <br />;';:;.'S <br />,c~ <br /> <br />E iUnated OePeoon to RIVtlf: <br />I <br /> <br />.... <br />. ~.,---. - ~.Y"., "':..:..~.;. ..... <br />-~"'lf.~Jtr'~~~~lbc~~I~ ;~lt1l'f~~~~ <br /> <br />-.:: <br /> <br />Figure 18.5, Depletion Analysis GUI. <br /> <br />18.6. Point Flow Analysis In this task. a point now analysis model will be developed to <br />operate similar to that developed by the Northern Colorado Water Conservation <br />Dislrict (i\C\\'CD). As opposed to lhe real time pain! !low calculations performed in <br />T;lsk II, Denlop \\'orkshccf Func(ionali~'. this analysis will operate from historic <br />strcamllo\\. diversion and reservoir records to calculate point no\\" and gain just <br />dov.:nstrcarn of each structure in the Division Infom13lion Sheet as follows: <br />PF = 01 + sum(D) - sum(R) + G <br /> <br />\\'hen:: <br />Q 1 IS an upslream gage <br />Sum(D) is the sum of diversions bcl\Veen the structure and upstream gage <br />Sum{R) is the sum of reservoir releases between the structure and an upstream <br /> <br />gage. <br />G is the gain as defined in Task II, Dcnlop Work...hcct Functionalily. <br /> <br />As used by the NeWeD. the analysis is expected 10 be useful for evaluating seasonal <br />trends in ungaged innows and to serve as an indicator to available flows and <br />exchange potentials. One componenl of the analysis will required techniques to <br />handle missing streamflow and diversion records and to adjust the historic gain (or <br />loss) to renect any diversions that may drain the river. The analysis will pro....ide both <br />tabular and graphic output. <br /> <br />c;\\\ \crJss,scopl: rhlllb'.scopc.doc <br /> <br />1I1Q/97.5R <br />