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DRAINAGE STRUCTURE OF UNDERGROUND TYPE REGULATING RESERVOIR

机译:地下型调压水库排水结构

摘要

PURPOSE: To improve functionability by having the first passage to connect the first drain port to a drain chamber and a filter section, a screen section, and the filter section and the drain chamber, and the second passage to connect the screen section to the drain chamber. ;CONSTITUTION: An ordinary rainfall flows from a flow-in section into a regulating pondage after eart and sand are removed in a filter section 17, flows through the first passage 29 into a drain chamber 15, and passes through the first drain port 7 and discharges from the first drainage canal 11, and the earth and sand are piled up in an earth and sand piling up section 1701. When water quantity flowing from the flow-in section increase further, water from which the flowing water is removed by a screen section 19 passes through the second passage 31 into a drain chamber 15, and passes through the first drain port 7 and discharges from the first drainage canal 11. When the quantity of rainfall at the time of a heavy rain becomes more than the water quantity discharged from the drainage canal 11, the water is gradually stored in the reservoir, and the quantity of drainage is restricted. When the quantity of stored water exceeds water storing limit determined by height H2 from the bottom of the reservoir 1 to the top of an overflow weir 1303, the water passes from the second drainage port 9 through the second drainage canal 13 and discharges.;COPYRIGHT: (C)1994,JPO&Japio
机译:目的:通过具有将第一排水口连接到排水室和过滤器部分的第一通道,筛网部分以及过滤器部分和排水室和第二通路将筛网部分连接到排水器的第一通道来提高功能性室。组成:普通降雨从流入区流入调节池,在过滤区17中除去了耳垢和沙粒后,流经第一通道29进入排水室15,并经过第一排水口7和从第一排水渠11中排出水,并且将泥沙堆积在泥沙堆积部1701中。当从流入部流出的水量进一步增加时,通过筛网除去了流动水的水。区段19通过第二通道31进入排水室15,并且通过第一排水口7并从第一排水道11中排出。当大雨时的降雨量大于排出的水量时。从排水道11开始,水逐渐储存在水库中,排水量受到限制。当蓄水量超过由水箱1的底部到溢流堰1303的顶部的高度H2所确定的蓄水极限时,水从第二排水口9经过第二排水通道13而排出。 :(C)1994,JPO&Japio

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