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Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006
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Last modified
7/16/2012 10:41:20 AM
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7/13/2012 2:07:08 PM
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Water Supply Protection
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Town of Carbondale Gateway Boating Park Hydrology Study June 2006 Recreational In-Channel Diversion
State
CO
Title
Town of Carbondale Gateway Boating Park Hydrology Study June 2006
Water Supply Pro - Doc Type
Report/Study
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Table 2 <br />Irrigation Depletion / Accretion Adjustment to the Emma Gage <br />Average monthly diversions from CDSS acre -feet <br />= <br />10461 <br />Ditch <br />Apr <br />May <br />Jun <br />Jul <br />Aug <br />Sep <br />Oct <br />GIS Acres <br />Headgate <br />Location <br />Robinson <br />142 <br />17471 <br />2440 <br />2621 <br />2651 <br />2315 <br />1715 <br />296.5 <br />Above Gage <br />Harris & Reed <br />11.2 <br />5201 <br />969 <br />1028 <br />998 <br />888 <br />720 <br />57.3 <br />Above Gage <br />Patterson & Cummins <br />4.03 <br />124 <br />308 <br />331 <br />322 <br />271 <br />193 <br />48.4 <br />Below Gage <br />Union Ditch <br />25 <br />286 <br />6881 <br />763 <br />769 <br />670 <br />486 <br />76.9 <br />Below Gage <br />Basin Ditch <br />79.3 <br />1394 <br />1757F1799 <br />(5397) <br />16771 <br />1339 <br />836 <br />273.2 <br />Below Gage <br />Emma gage adjustment assumptions: <br />1) Stream depletions are assumed to be 30% of diversions. <br />2) Robinson and Harris & Reed ditches divert above the gage and return flow accrues below the <br />gage. Returns assumed to be 70% of the diversion will be added into the gage. <br />3) Depletions from ditches diverting below the gage (see note 1) are removed from the gage <br />Average monthly Accretion / (Depletion) acre -feet <br />= <br />10461 <br />Ditch <br />Apr <br />May <br />Jun <br />Jul <br />Aug <br />Sep <br />Oct <br />GIS Acres <br />Gage <br />Adjustment <br />Robinson <br />99.4 <br />1222.9 <br />1708 <br />1834.7 <br />1855.7 <br />1620.5 <br />1200.51 <br />296.5 <br />Type <br />Accretion <br />Harris & Reed <br />7.84 <br />364 <br />678.3 <br />719.6 <br />698.6 <br />621.6 <br />5041 <br />57.3 <br />Accretion <br />Patterson & Cummins <br />(1.2) <br />(37,2} <br />{92.4} <br />(99.3} <br />96,6' <br />{81.3} <br />(57.9} <br />48.4 <br />Depletion <br />Union Ditch <br />(7.5) <br />(85.8) <br />(206.4} <br />{228,9) <br />(230.7} <br />{201.0} <br />.8) <br />76.9 <br />Depletion <br />Basin Ditch <br />(23.8} <br />{418.2) <br />{527.1} <br />(5397) <br />{503.1} <br />(4(11.7) <br />2(250.8) <br />273.2 <br />De letion <br />Net Gage Adjustment a f) <br />= <br />10461 <br />15601 <br />16861 <br />17241 <br />1558 <br />1250 <br />Net Gage Adjustment cfs <br />11 <br />17 <br />261 <br />28 <br />?9L_ <br />261 <br />21 <br />RESOURCE <br />K: \Clients\476 TOWN OF CARBONDALEWMC ARCHIVE \8.0 Gateway River Park \8.1 RICD\Correlations.xls <br />E N G I N E E R I N G I N C <br />
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