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SWSI Environment and Recreation Needs and Priorities TRT Draft
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SWSI Environment and Recreation Needs and Priorities TRT Draft
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8/11/2009 10:30:04 AM
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12/21/2007 2:11:42 PM
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SWSI II Technical Roundtables
Technical Roundtable
Recreation & Environment
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SWSI - Environment and Recreation Needs and Priorities White Paper
SWSI II - Doc Type
White Papers
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<br />WatSIT Summary and Nature Conservancy Instream Flow Analysis <br /> <br />The Water Supply Investigation Tool (WatSIT) is a screening level water allocation model <br />designed to provide quantitative comparisons of water supply alternatives with respect to <br />yields, storage requirements, and return flows. It is intended to be used as an initial step in a <br />water supply alternatives analysis for a basin, sub-basin, water district, or individual user. The <br />model can operate at monthly or annual timesteps for up to 100 years of simulated hydrologic <br />record. Baseline available flows (user-input time series) can be supplemented with any <br />combination of up to four available generic supply or demand management project alternatives: <br />agricultural land transfer, reuse, consumptive use acquisition (non-agricultural), and <br />conservation. WatSIT predicts reservoir storage and return flows as functions of baseline <br />inflows, additional supply provided by project alternatives, and calculated demands. The <br />model has proved to be particularly useful for quantifying firm yields associated with <br />streamflow time series as functions of total reservoir storage and reservoir operating <br />constraints. <br /> <br />A recent enhancement of WatSIT now provides the user with the ability to implement The <br />Nature Conservancy's Range of Variability Approach (RV A) (Richter et al. 1997) to setting <br />instream environmental flow targets in the context of water supply alternatives analysis. The <br />user can investigate the impacts of these instream targets on reservoir firm yields, and/ or <br />conversely investigate the impacts of new reservoirs on maintaining instream flow criteria. <br /> <br />WatSIT calculates up to 18 of the 32 RV A metrics (Richter et al. 1997), as summarized in Table 7, <br />for a given system based on a user-supplied "natural" flow time series. These flows can be <br />calculated with existing water allocation models, like StateMod or ModSim, or they can be <br />taken directly from appropriate historical measured USGS flow data. Those parameters not <br />currently included in WatSIT are primarily daily values and thus not compatible with the <br />model's monthly timestep. Future work may look to expand on the model's capacity in this <br />regard. <br /> <br />Table 7 Summary of RVA Analysis in WatSIT (18 out of 32 parameters) <br /> <br />~I-I-I~ <br /> Included <br /> in WatSIT TNC RV A Parameter <br /> -. <br />Mean Monthly Flow (1 - 12) y Annual 3 Day Minima N <br />Annual 1 Month Minima Y Annual 3 Day Maxima N <br />Annual 1 Month Maxima Y Annual 7 Day Minima N <br />Annual 3 Month Minima Y Annual 7 Day Maxima N <br />Annual 3 Month Maxima Y No. of high pulses each year N <br />Julian Month of Annual 1 Month Minima Y No. of low pulses each year N <br />Julian Month of Annual 1 Month Maxima Y Mean duration of high pulses each year N <br />Annual 1 Day Minima N Mean duration of low pulses each year N <br />Annual 1 Day Maxima N Means on negative differences (consecutive days) N <br /> Means on positive differences (consecutive days) N <br /> <br />~5\^ISI <br /> <br />S.lal~.....ide WeIer Supply Initiclive <br /> <br />DRAFT <br /> <br />CDIVI <br /> <br />C:\DOCUMENTS AND SETTINGS\ROWANNC\DESKTOP\SWSI\RICKREDREC_ENV WHITE PAPER_1 Q-4-QS.DOC <br /> <br />15 <br />
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