DEVELOPMENT OF STAGE-DISCHARGE RATING CURVE AND RATING TABLE OF PIYARO MINOR AND DILWARO MINOR

S. Ali Shah, M. Kiran, Rabia Dars, Aleena Nazir, Shaharyar Hassan Ashrafani
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Abstract

Developing a gauge-discharge relationship in rivers, canals, and minor flow is vital for controlling floods, managing water resources, Spatio-temporal analysis, socio-economic development, and sustaining the ecosystem. Accurate and consistent data of irrigation networks are perilous to scheduling and managing for accurate application of irrigation water. Most of the hydrologic engineering activities like hydraulics structure, designs, flood monitoring, surplus water, reservoir, canal, and minor’s operation depend on flowing water derived from Rating Curve (RC). The effective management of irrigation water is necessary for crop water requirements and seepage losses estimation. In this context, the present study showed the actual field level work tested at two minors of the Ghotki feeder canal namely Pyaro minor and Dilwaro minor. The main object of the study is to develop gauge-discharge relation and development of RC and Rating Table (RT). The current meter was used for taking discharge measurements with the area velocity technique in both minors. Moreover, stage-discharge RC and RT were developed for different flows of water for both minors in Origin Software. From the calculated results, Power equations were developed for both minors for the actual requirement of crop water in the command area. The results of the study calculated in RT of Piyaro minor between 0.5-5ft stage gave discharge 0.053 cusecs to 90.616 cusecs. While the RT of Dilwaro minor showed the range between 0.5ft-4ft stage gave 26.575cusec to 168.888 cusecs. Hence, the present study suggested that for both minors, automatic gauging stations should be established for the actual demand of irrigation water in the command area and di-siltation should be done on both minors to make availability of water at the tail section.
小皮亚罗和小皮亚罗的级流量额定值曲线和额定值表的编制
发展河流、运河和小流的流量关系对于控制洪水、管理水资源、时空分析、社会经济发展和维持生态系统至关重要。灌溉网数据的准确性和一致性对灌溉水的精确调度和管理是危险的。水力学结构、设计、洪水监测、剩余水量、水库、渠道和小河道的运行等水利工程活动大多依赖于由RC曲线得出的流水。灌溉水的有效管理是作物需水量和渗流损失估算的必要条件。在这方面,本研究显示了在Ghotki支线运河的两条支线即Pyaro支线和Dilwaro支线进行的实际现场工作。研究的主要目的是发展量程-流量关系,发展RC和额定表(RT)。电流计用于测量两小调的面积速度法放电。此外,在Origin软件中为两个未成年人开发了不同流量的级排RC和RT。根据计算结果,建立了两种副种对指挥区作物需水量的功率方程。研究结果表明,在0.5 ~ 5ft阶段的小皮亚罗的RT计算结果为0.053 ~ 90.616个cuscs。而Dilwaro minor的RT在0.5ft-4ft段范围内,为26.575 ~ 168.888 cusc。因此,本研究建议对这两个小流域在指挥区内建立灌溉水实际需要量的自动测量站,并对这两个小流域进行分流,使其尾部有水可用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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