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List of Illustrations Page
Proposed Plan of Development
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526 cubic feet amperes approximately Auxiliary Power Butterfly Valves coefficient of friction Cofferdam component of resultant Concrete Dam Contingent Cost cubic yard cubio Depth of draft Diameter of penstock draft head draft tube pit drainage area elevation 71 Engineering Supervision equals 54 Estimated Cost factor of safety feet per second flow for 50 Flowage and Dam Gravity Section head at heel head at toe heel decreasing uniformly Hydro-Electric Plant Ice pressure Joint Section modulus Keshena load factor maximum unit base middle third point Moments about heel normal headwater penstock opening pondage power curve power house pressure at toe Rheostats Riprap second per gate Section modulus equals sluice gates solid rock foundation square foot stream flow stress at toe tail water elevation Talnter Gate Section Tmah Total Capital Cost Trash Racks tube pit equals uniformly to tail Uplift equals water head White Lake Creek width of draft Wolf River