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Determination of Hydraulic and Hydrological Parameters of Available Streams in Okada Town and Its Environs for Viable Source of Water Supply

机译:冈田镇可用溪流水力和水管参数的测定及其环境供水源

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The study area comprises Okada Town and its environs located in the South Western part of Edo State in Nigeria. The study area is primarily, an agricultural and commercial area with prospects of becoming a big town with attendant water supply problems. The study identified viable sources for sustainable community based water supply with the objectives to determine hydraulic parameters of the existing streams. The method used to measure the stream hydraulic parameters was Current - Meter Discharge Method. The mean dry weather widths are: Okada Stream (3.6m and 10.2m at narrow and upstream sections); Iguedo and Okhai Streams (10.6m and 2.8m at typical upstream sections respectively). The corresponding stream stages and discharges are: Okada (0.57m; 100,656m~3/day); Iguedo (1.23m; 117,590m~3/day) and Okhai (0.21m; 8,294m~3/day). From the obtained, and plotted data, the derived stream stage-discharge equations of the form Q = CH_n are: Q = 1.543H_(0.5) for Okada Stream; Q = 1.062H_(1.2) for Iguedo Stream; and Q = 0.1334H_(0.21) for Okhai Stream. This study established only 1-year hydrological frequency. A 5-year or 10-year return period is needed for greater risks from probable worst condition scenarios. The recorded maximum combined discharge was 552,441m~3/day in September 2011 and minimum flow was 226,540m~3/day in January 2012. The reliable yield is estimated at 103,886m~3/day and maximum allowable abstraction is 81,455m~3/day. The results show that the three source streams will be adequate for sustainable water supply for the study area.
机译:研究领域包括冈田镇及其周边地区位于埃多州的尼日利亚西南部的部分。研究领域主要是,以成为一个大镇,随之而来的供水问题前景的农业和商业区域。研究确定可行的来源基于可持续社区供水与目标,以确定现有的流的水力参数。用于测量流液压参数的方法是电流 - 仪流量的方法。平均干燥天气宽度:冈田流(3.6米和10.2米在窄和上游部分); Iguedo和Okhai流(分别10.6米和2.8米在典型上游部分)。对应的流级和放电是:冈田(0.57米;100656米〜3 /天); Iguedo(1.23米;117590米〜3 /天)和Okhai(0.21米;8294米〜3 /天)。从所获得的,并标绘数据,形式Q = CH_n的导出流阶段放电方程为:Q = 1.543H_(0.5),用于冈田流; Q = 1.062H_(1.2),用于Iguedo流;和Q = 0.1334H_(0.21),用于Okhai流。这项研究成立仅1年的水文频率。需要从可能的最坏情况下的场景更大的风险有5年或10年一遇。所记录的最大联合的排放是552441米〜3 /天在2011年9月和〜3 /日在2012年1月的可靠产率估计为103886米〜3 /天和最大允许抽象最小流量为226540米81455米〜3 /日。结果表明,三个源流将是足够的可持续供水的研究领域。

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