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Bathymetry changes caused by sedimentation in an unlined canal of the Chókwè irrigation scheme, Mozambique
Irrigation and Drainage ( IF 1.9 ) Pub Date : 2022-01-27 , DOI: 10.1002/ird.2674
Lateiro Salvador Sousa 1 , James Messo Raude 2 , Raphael Muli Wambua 3 , Benedict Mwavu Mutua 4
Affiliation  

Bathymetric changes have been observed over the years in the Chókwè irrigation scheme (CIS) and little is known about their cause. This study assessed bathymetric variations that have occurred since 2001, when the scheme was last rehabilitated. The bathymetry of canal beds and banks was analysed using GPS-Rover surveying equipment to determine cross-section and longitudinal profiles. Water level measurements were performed using staff gauges at nine different sampling stations. Data sets for 2001, 2016 and 2019 were considered. Canal depth changes were captured, and density plots generated. Bathymetric changes of cross-sectional and longitudinal profiles, slope trend analysis models, canal depth changes and water depth variation, were assessed. Results suggest cross-sectional and longitudinal bathymetric profiles are affected by sediment accumulation. The depths of canal beds varied from 0.5 to 2.0 m over a span of more than 80 km. Trend analysis models indicated good accuracy for fits in all three reaches in 2001, 2016 and 2019. The forecast accuracy predictors MAPE, MAD and MSD were all found to have minimal values within the acceptable range of 1 and 3 for all the years and sectors. The water depth in the canal showed considerable variation within and across each sampling point and station, varying from 3.5 to less than 1.2 m. These findings will play a significant role in the study of water flow and sedimentation processes in the CIS.

中文翻译:

莫桑比克 Chókwè 灌溉计划的无衬里运河沉积引起的水深变化

多年来,在 Chókwè 灌溉计划 (CIS) 中观察到水深变化,但对其原因知之甚少。这项研究评估了自 2001 年该计划最后一次修复以来发生的水深变化。使用 GPS-Rover 测量设备分析运河河床和河岸的水深,以确定横截面和纵向剖面。水位测量是在九个不同的采样站使用工作尺进行的。考虑了 2001 年、2016 年和 2019 年的数据集。捕获了运河深度变化,并生成了密度图。对横截面和纵向剖面的水深变化、坡度趋势分析模型、运河深度变化和水深变化进行了评估。结果表明横截面和纵向测深剖面受到沉积物积累的影响。在超过 80 公里的跨度上,运河河床的深度从 0.5 到 2.0 米不等。趋势分析模型表明,2001 年、2016 年和 2019 年所有三个河段的拟合精度都很好。预测精度预测因子 MAPE、MAD 和 MSD 均被发现在所有年份和行业的可接受范围 1 和 3 内具有最小值。运河中的水深在每个采样点和站点内和跨过很大的变化,从 3.5 到小于 1.2 m 不等。这些发现将在独联体水流和沉积过程的研究中发挥重要作用。趋势分析模型表明,2001 年、2016 年和 2019 年所有三个河段的拟合精度都很好。预测精度预测因子 MAPE、MAD 和 MSD 均被发现在所有年份和行业的可接受范围 1 和 3 内具有最小值。运河中的水深在每个采样点和站点内和跨过很大的变化,从 3.5 到小于 1.2 m 不等。这些发现将在独联体水流和沉积过程的研究中发挥重要作用。趋势分析模型表明,2001 年、2016 年和 2019 年所有三个河段的拟合精度都很好。预测精度预测因子 MAPE、MAD 和 MSD 均被发现在所有年份和行业的可接受范围 1 和 3 内具有最小值。运河中的水深在每个采样点和站点内和跨过很大的变化,从 3.5 到小于 1.2 m 不等。这些发现将在独联体水流和沉积过程的研究中发挥重要作用。
更新日期:2022-01-27
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