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<br />t'- <br />co <br />Ln <br />C'~ <br /> <br />c <br /> <br />xu <br /> <br />CONTENTS <br /> <br />"""10'4 DROPS Pog. <br />88. Drop 1, All~AmericanCana1......,..,...............~....................... 142 <br />89. Drops 2 and 3. 4.lI-American Canal. ... . . . . ..............................,... 144 <br />90. Diffusion buckedor drop 1. .. ...." ... ......... ......,........ '.. ..,.. .., ..' 147 <br />91. Drop 4. All-American Ca.oal. ........................................ ........ 147 <br />91. Pier studies for drop4......... .......................... ...,. ...... .... 154 <br />93. Revised desigo for drop 4. .......... ............ ......... .... ............. 154 <br />94. Various types of stilling pools studied, drop 4. . . . . . . . . . . 154 <br />95. Dilfusion bllCketfor drop 4. ... ~...................,..,... ................. 159 <br />96. Comparison of ba.tHe~piet and dIffusion-bucket stilling pools. . . . . . . . . . , , . . 163 <br />97. Drop 5. All-American Canal................................................. 16'\ <br />98. Sill at downstream end of a stilling pool. .................. ... .,..... ..... ..... 169 <br /> <br />OVERCHUTES <br />99. CoachelIa power drop. ......................... ........... ........ ......... 172 <br />100. Cross.deainsand overchutes..,.....,...... .......................,... .173 <br />101. The Gila Canal overcbute. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . 175 <br />102. Studies forthe Coachellaoverchutes. .............. ........ ......... .......... 179 <br />103. Development of overchutes to withstand degradation. . . . . . '_.' . . . . . . . . . . . . . . .. . . 183 <br /> <br />REGULATlNG GATES <br />104. Automatic regulator gates. . ................................................ 189 <br />