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<br />Table 5.--0bserved and simulated annual streamflow volumes and prediction errors <br />for each calibrated drainage basin for the verification period <br /> <br />[in., inches; ---, not applicable] <br /> <br />Streamflow- <br />gaging-station <br />name and number <br /> <br />Annual <br />streamflow <br />volume <br />Ob- Simu- <br />served lated <br />(in.) (in.) <br /> <br />1980 <br /> <br />Volume <br />differ- <br />ence1 <br />(in. ) <br /> <br />Per~ <br />cent <br />error2 <br /> <br />DRAINAGE BASINS IN REGION 1 <br /> <br />~ <br />" <br /> <br />Foidel Creek near Oak <br />Creek (09243800). <br /> <br />Foidel Creek at mouth <br />near Oak Creek <br />(09243900) . <br /> <br />2.38 <br /> <br />3.17 <br /> <br />1.95 <br /> <br />3.35 <br /> <br />1.22 <br /> <br />.97 <br /> <br />38 <br /> <br />29 <br /> <br />DRAINAGE BASINS IN REGION 2 <br /> <br />Hubberson Gulch near <br />Hayden (09244470). <br /> <br />Stokes Gulch near <br />Hayden (09244470). <br /> <br />3.72 <br /> <br />4.04 <br /> <br />-.32 <br /> <br />-9 <br /> <br />DRAINAGE BASINS IN REGION 3 <br /> <br />Wilson Creek near <br />Axial (09250600). <br /> <br />Jubb Creek near <br />Axial (09250610). <br /> <br />2.14 <br /> <br />1. 73 <br /> <br />.69 <br /> <br />.72 <br /> <br />.41 <br /> <br />-.03 <br /> <br />19 <br /> <br />-4 <br /> <br />Annual <br />streamflow <br />volume <br />Ob- Simu- <br />served lated <br />(in.) (in.) <br /> <br />0.35 <br /> <br />0.03 <br /> <br />1981 <br /> <br />Volume <br />differ- <br />ence1 <br />(in.) <br /> <br />0.32 <br /> <br />.20 <br /> <br />.16 <br /> <br />.08 <br /> <br />.20 <br /> <br />.03 <br /> <br />lCalculated as observed volume minus simulated volume. <br />2Calculated as observed volume minus simulated volume divided by observed volume, <br />and rounded to nearest percentage. <br /> <br />.33 <br /> <br />.13 <br /> <br />o <br />o <br />\:'.) <br />tv <br />:"j <br />CCi <br /> <br />Per- <br />cent <br />error2 <br /> <br />91 <br /> <br />61 <br /> <br />100 <br /> <br />100 <br /> <br />42 <br /> <br />15 <br /> <br />. . <br /> <br />.16 <br /> <br />.00 <br /> <br />.08 <br /> <br />.00 <br /> <br />.48 <br /> <br />.28 <br /> <br />.20 <br /> <br />.17 <br />