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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />;"t; ~ ",. )- <br />,.J'_':", __ <-';'0 J <br /> <br />2.0 METHODOLOGY <br /> <br />2.1 YATER AVAILABILITY <br /> <br />The City's raw water sources include the following: <br /> <br />1. Big Thompson River direct-flow water rights. <br />2. Ovnership in a number of private irrigation ditch and reservoir <br /> companies. <br />3. Ownership of Colorado-Big Thompson Project (CBT) units. <br />4. Ownership of Yindy Gap Project (YGP) units. <br /> <br />Both the CBT and Yindy Gap projects derive their supply from streams in the <br /> <br />Upper Colorado River Basin. Conveyance facilities (e.g., Adams Tunnel, <br /> <br />Dille Tunnel, Charles Hansen Feeder Canal, etc.) are operated and <br /> <br />maintained by the Northern Colorado Yater Conservancy District (NCYCD) and <br /> <br />MS-NCYCD to transport CBT and WGP water across the Continental Divide and <br /> <br />deliver that water to shareholders along the Front Range and in <br /> <br />northeastern Colorado. Figure 2-1 illustrates the various components and <br /> <br />raw water sources of the City's water supply. <br /> <br />The first step in pursuing the study objectives was to determine the <br /> <br />physical supply of water that would be available in any given month in the <br /> <br />Big Thompson River and from the CBT and Windy Gap projects. Since <br /> <br />streamflow is highly dependent upon such natural factors as rainfall, and <br /> <br />snowfall and snowmelt, this determination is based upon probabilities and <br /> <br />expected extremes rather than constant values for any given month or period <br /> <br />of months. Techniques used to define streamflow characteristics during <br /> <br />low-flow periods are referred to as "drought analyses." <br /> <br />A drought is defined as "some period of time with below-average streamflow" <br /> <br /> <br />and the severity of any given drought is commonly expressed in terms of: <br /> <br />2-1 <br />