Sediment control interventions and river flow dynamics: impact on sediment entry into the large canals

Ashraf, Muhammad Salman; Bhatti, Muhammad Tousif; Shakir, Abdul Sattar; Tahir, Adnan Ahmad; Ahmad, Afzal

doi:10.1007/s12665-015-4604-3

Cited by 1 publication

(2 citation statements)

References 12 publications

(11 reference statements)

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“…It suggests that the dam also contributes to high sediment load during the flushing operation. Similar sediment concentration scatter was observed in the Upper Chenab Canal (UCC) and Marala Link Canal (MRLC) in Pakistan by [49], where average sediment concentrations were 450 and 500 ppm, respectively. However, the sediment concentration observed at the Gomal river monitoring station is much higher than UCC and MRLC.…”

Section: Annual Sediment Yieldsupporting

confidence: 60%

“…The amount of bedload in river flows during rainfall events assumed as 10% of suspended sediment load as suggested by [48]. For improved estimates of the sediment load, the continuous records approach applied by [49] can be used, but it requires the hourly or daily sediment concentration data. the continuous records approach applied by [49] can be used, but it requires the hourly or daily sediment concentration data.…”

Section: Sediment Transport Modelingmentioning

confidence: 99%

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Soil Erosion and Sediment Load Management Strategies for Sustainable Irrigation in Arid Regions

Bhatti¹,

Ashraf

Anwar³

2021

Sustainability

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Soil erosion is a serious environmental issue in the Gomal River catchment shared by Pakistan and Afghanistan. The river segment between the Gomal Zam dam and a diversion barrage (~40 km) brings a huge load of sediments that negatively affects the downstream irrigation system, but the sediment sources have not been explored in detail in this sub-catchment. The analysis of flow and sediment data shows that the significant sediment yield is still contributing to the diversion barrage despite the Gomal Zam dam construction. However, the sediment share at the diversion barrage from the sub-catchment is much larger than its relative size. A spatial assessment of erosion rates in the sub-catchment with the revised universal soil loss equation (RUSLE) shows that most of the sub-catchment falls into very severe and catastrophic erosion rate categories (>100 t h−1y−1). The sediment entry into the irrigation system can be managed both by limiting erosion in the catchment and trapping sediments into a hydraulic structure. The authors tested a scenario by improving the crop management factor in RUSLE as a catchment management option. The results show that improving the crop management factor makes little difference in reducing the erosion rates in the sub-catchment, suggesting other RUSLE factors, and perhaps slope is a more obvious reason for high erosion rates. This research also explores the efficiency of a proposed settling reservoir as a sediment load management option for the flows diverted from the barrage. The proposed settling reservoir is simulated using a computer-based sediment transport model. The modeling results suggest that a settling reservoir can reduce sediment entry into the irrigation network by trapping 95% and 25% for sand and silt particles, respectively. The findings of the study suggest that managing the sub-catchment characterizing an arid region and having steep slopes and barren mountains is a less compelling option to reduce sediment entry into the irrigation system compared to the settling reservoir at the diversion barrage. Managing the entire catchment (including upstream of Gomal Zam dam) can be a potential solution, but it would require cooperative planning due to the transboundary nature of the Gomal river catchment. The output of this research can aid policy and decision-makers to sustainably manage sedimentation issues in the irrigation network.

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Section: Annual Sediment Yieldsupporting

confidence: 60%