...
首页> 外文期刊>Water science & technology >Development of strategic water reserve for the Holy City of Makkah, Saudi Arabia
【24h】

Development of strategic water reserve for the Holy City of Makkah, Saudi Arabia

机译:为沙特阿拉伯麦加圣城开发战略水储备

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

This contribution presents part of the work that had been done to develop the water resources in Wadi Naman east of Makkah City to form a strategic water reserve for the city of Makkah and the nearby holy shrines. The aim of the strategic water reserve is to be used as water supply in emergencies when the desalination plant or the pipelines from the desalination plant to the city have to be out of the service for a considerable amount of time due to planned or unplanned shutdowns. The development plan calls for a constructing of a subsurface dam across the Wadi at a prescribed location. The proposed subsurface dam will extend from 3 m below the natural ground surface to a depth of 2-3 metres inside solid bedrock. The suggested dam may be constructed using plain plastic concrete and utilizing the diaphragm wall technique for construction. The crest of the subsurface dam can serve as a buried spillway to convey access water downstream and the overflow freeboard will provide a room for utilities that passes through the wadi to serve cities and villages upstream. The alluvium thickness upstream of the proposed dam location is ranging from 20-70 m and the total volume of the alluvium behind the dam that can store water is 218 × 10~6 m~3. Pumping test revealed that the transmissivity is 1,376 m~2/day and the yield storage coefficient is 0.15. The safe water yield that can be stored in the alluvium behind the dam due to natural recharge of 6.53 × 10~6m~3/year and interception of the groundwater flow by the dam can reach an amount of 32.7 million cubic metres of water in a period of about 5 years from the date of completion of the dam. This amount of water can serve the city and the nearby holy shrines for a period of up to four months with a good demand management program. However, to maintain the desired levels of water quality and quantity in the reservoir and to minimize the adverse effect of the dam on the downstream area a very strict management program of the basin has to be followed. This management program can be used to control the urban and rural development in the area upstream of the dam and enhancing artificial and natural recharge in the upstream and downstream sides of the dam.
机译:这一贡献是在麦加市以东的瓦迪纳曼开发水资源,为麦加市和附近的圣地形成战略水储备的一部分工作。当由于计划内或计划外关闭而导致脱盐厂或从脱盐厂到城市的管道停运相当长的时间时,战略用水储备的目的是在紧急情况下用作供水。该开发计划要求在规定的位置修建横跨瓦迪的地下水坝。拟议的地下大坝将从自然地表以下3 m延伸到固体基岩内部2-3米的深度。建议的大坝可以使用普通塑料混凝土建造,并可以使用隔板墙技术进行建造。地下水坝的坝顶可以充当掩埋溢洪道,以向下游输送取水,而溢流干舷将为公用事业提供空间,公用事业可以通过旱谷为上游的城市和村庄服务。拟建水坝上游的冲积层厚度为20-70 m,在大坝后面可储水的冲积层总体积为218×10〜6 m〜3。抽水试验表明,其透射率为1,376 m〜2 / day,储藏系数为0.15。由于每年自然补给6.53×10〜6m〜3 /年,大坝拦截地下水流,可以在大坝后方的冲积层中储存的安全水量可达到3270万立方米。自大坝建成之日起约5年。通过良好的需求管理计划,这笔水可以为城市和附近的圣地服务长达四个月。但是,为了保持水库中水质和水量的理想水平并最大程度地减小大坝对下游地区的不利影响,必须遵循非常严格的流域管理计划。该管理程序可用于控制大坝上游区域的城乡发展,并增强大坝上游和下游侧的人工和自然补给。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号