Effect of weir´s theoretical discharge coefficient on discharge measurements in small Andean streams

Pub Date : 2022-07-25 DOI:10.17163/lgr.n36.2022.06
M. Guallpa, Rolado Célleri, P. Crespo
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引用次数: 1

Abstract

Andean ecosystems provide important hydrological services for downstream communities. Due to this importance, several hydrological studies have been carried out in recent years, with emphasis on hydrological processes identification and land use change impacts.  In several studies, but also for the operation of small-scale irrigation and drinking water projects, small streams have been equipped with compound, sharp-crested weirs for discharge estimation. To transform the water level (stage) into a discharge (water rate), weir equations use theoretical discharge coefficients, which do not necessarily apply under the actual field conditions, mainly site fluviomorphology and weir construction aspects, introducing uncertainty in their measurements. Therefore, this study analyzes the effect of using theoretical coefficients instead of adjusted coefficients in field. The study was conducted on 9 micro-catchments (0.2 – 7.53 km2) located in the Zhurucay Ecohydrological Observatory in the páramo of southern Ecuador. To calibrate the coefficients, discharge curves were generated by mechanical and salt-dilution gauging methods. Results revealed that the discharge coefficients differed from their theoretical value by up to 15% for triangular (V-notch) weir section (DCvn) and by up to 41% for rectangular weir section (DCr). The DCvn affects 4 times more in low and medium discharges estimation than DCvn in high discharges. On the other hand, salt-dilution method is more precise for medium and high discharges, but at very low discharges, it overestimates discharge up to 10%. Overall, results suggest that it is essential to calibrate the discharge coefficients in the field to avoid errors in hydrological studies.
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堰理论流量系数对安第斯小河流流量测量的影响
安第斯生态系统为下游社区提供了重要的水文服务。由于这一重要性,近年来开展了一些水文研究,重点是水文过程识别和土地利用变化的影响。在几项研究中,也在小规模灌溉和饮用水工程的运行中,已经为小型溪流配备了复合的尖顶堰,以进行流量估算。为了将水位(阶段)转换为流量(水量),堰方程使用理论流量系数,这些系数不一定适用于实际的现场条件,主要是场地的河流形态和堰的施工方面,在测量中引入了不确定性。因此,本研究分析了采用理论系数代替现场调整系数的效果。该研究在位于厄瓜多尔南部páramo的朱鲁凯生态水文观测站的9个微集水区(0.2 - 7.53 km2)上进行。为了校正系数,分别用机械法和盐稀释法绘制了放电曲线。结果表明,三角形(v型缺口)堰段(DCvn)的流量系数与理论值相差15%,矩形堰段(DCr)的流量系数相差41%。在低、中放电估计中,DCvn的影响是在高放电估计中DCvn的4倍。另一方面,盐稀释法在中、高流量时较为精确,但在极低流量时,其对流量的高估高达10%。总体而言,研究结果表明,为了避免水文研究中的误差,有必要在野外校准流量系数。
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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