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An engineering and economic feasibility study for diversion of Central Arizona Project waters from alternate sites.

机译:工程和经济可行性研究,目的是将亚利桑那州中部项目的水从备用场址引水。

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摘要

Alternate surface diversion routes for the Central Arizona Project aqueduct are presented, extending from 1) Lake Powell, 2) the proposed Marble Canyon Reservoir, 3) the proposed Hualapai (Bridge Canyon) Reservoir, and 4) Lake Mead to a common terminus at Granite Reef Dam on the Salt River. The routes are compared with each other and with the proposed Granite Reef Aqueduct. Estimated capital costs, operation and maintenance charges, and power costs/revenues are analyzed in yearly cash flows. A most economical route Is chosen by the criterion of least annual cost. Non-quantifiable benefits and costs are examined when they tend to alter the choice of a most feasible route. Under all of the assumptions considered, the most economically attractive route appears to be the proposed Granite Reef Aqueduct, with the most economical alternative being the Hualapai route. Certain nonquantifiable benefits accrue to the latter which tend to close the cost gap.
机译:提出了亚利桑那中部项目渡槽的替代性地面改道路线,该路线从1)鲍威尔湖,2)拟议的大理石峡谷水库,3)拟议的华拉派(桥梁峡谷)水库和4)米德湖延伸至花岗岩的一个终点在盐河的礁石水坝。将路线与拟建的花岗岩礁渡槽进行比较。估计的资本成本,运营和维护费用以及电力成本/收入在年度现金流量中进行分析。根据年度成本最低的标准选择一条最经济的路线。当无法量化的收益和成本倾向于改变最可行路线的选择时,将对其进行检查。在所有考虑的假设下,最经济上有吸引力的路线似乎是拟议的花岗岩礁渡槽,而最经济的选择是华拉派路线。后者产生某些不可量化的收益,这往往会缩小成本差距。

著录项

  • 作者

    Little William Martin1944-;

  • 作者单位
  • 年度 1968
  • 总页数
  • 原文格式 PDF
  • 正文语种 en
  • 中图分类

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