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<br />Number <br />35 <br />36 <br /> <br />TABLES (Continued) <br /> <br />Summary of end-of-month <br />Summary of end-of-month <br />Reservoir .. . . . . , <br /> <br />Page <br />115 <br /> <br />contents for McPhee Reservoir <br />contents for Groundhog <br /> <br />. . . . . t . . . . . . . <br /> <br />116 <br /> <br />37 <br /> <br />Summary of end-of-month contents for Narraguinnep and <br />Totten Reservoirs . . . . . . . . . . . . . <br />Summary of end-of-month contents for Monument Creek <br />Reservoir . . . . , . . . , .. . .. . .. .. .. .. .. .. . <br />Summary of irrigation water requirements, supplies, and <br /> <br />118 <br /> <br />117 <br /> <br />38 <br /> <br />39 <br /> <br />shortages .. . . .. .. . .. .. . .. .. . . .. .. .. .. .. .. .. 119 <br />40 Average annual allocations of Dolores River at McPhee Dam. 120 <br />41 Pan evaporation and wind data for stations near Dolores <br />Project area. .. .. t .. , , .. .. .. .. .. .. 121 <br />42 Chemical analysis of water samples. . . .122,123 <br />43 Analysis of water samples, heavy metals and toxic <br />elements. .. It.. .. I .. .. .. .. . .. .. .. 124 <br />44 Quality of diversions and return flows. 125 <br />45 Reservoir capacity allocations, McPhee Reservoir. 126 <br />46 Area-capacity table, McPhee Reservoir . . . . . . .127-134 <br />47 Inflow design flood, McPhee Dam site. . . . . . . 135 <br />48 Reservoir capacity allocations, Monument Creek Reservoir. 136 <br />49 Area-capacity table, Monument Creek Reservoir . . . . 137 <br />50 Inflow design flood, Monument Creek Dam site. . , . . 138 <br />51 Reservoir capacity allocations, Dawson Draw Reservoir 139 <br />52 Area-capacity table, Dawson Draw Reservoir. 140 <br />53 Inflow design flood, Dawson Draw Dam site 141 <br />54 Irrigation design delivery rates. . . . . . 142 <br />55 Canal and lateral sizing criteria . . . . . 143 <br />56 Canal design capacities, Dove Creek, South, and Towaoc <br /> <br />57 <br />58 <br /> <br />Number <br />1 <br /> <br />Canals. . . .. . .. . .. .. .. .. . .. . .. <br /> <br />. . <br /> <br />144 <br />145 <br /> <br />Initial lateral capacities. . . . . . <br />Design capacities for outlet works at <br />Dolores Tunnel. .. .. .. .. .. .. .. .. .. .. <br /> <br />. . . <br /> <br />Great Cut Dam and <br /> <br />146 <br /> <br />FIGURES <br /> <br />Page <br /> <br />2 <br /> <br />Hydrograph for Dolores River below McPhee Dam site in <br />1959, low runoff year . . . . . . . . . . . . . . . <br />Hydrograph for Dolores River below McPhee Dam site in <br />1962, medium runoff year. . . . . . . . <br />Hydrograph for Dolores River below McPhee Dam site in <br />1973, high runoff year. . . . . . . . . <br />Elevation vs. pan evaporation for April-October for sta- <br />tions near Dolores Project area <br />Salt pickup from project lands. . . . . . . . . <br />Salt loading effect at Imperial Dam . . . . . . <br />Schematic representation of water quality model <br /> <br />150 <br />151 <br />152 <br />153 <br /> <br />147 <br /> <br />148 <br /> <br />3 <br /> <br />l49 <br /> <br />4 <br /> <br />5 <br />6 <br />7 <br /> <br />iv <br />