Water reservoirs planned or constructed to meet the burgeoning energy and irrigation
demands in Pakistan face a significant loss of storage capacity due to heavy sediment load from the
upper Indus basin (UIB). Given their importance and the huge investment, assessments of current
UIB sediment load and possible future changes are crucial for informed decisions on planning of
optimal dams’ operation and ensuring their prolonged lifespan. In this regard, the daily suspended
sediment loads (SSLs) and their changes are analyzed for the meltwater-dominated zone up to the
Partab Bridge and the whole UIB up to BeshamQila, which is additionally influenced bymonsoonal
rainfall. The gaps between intermittent suspended sediment concentration (SSC) samples are filled
by wavelet neural networks (WA-ANNs) using discharges for each site. The temporal dynamics of
SSLs and discharges are analyzed using a suite of three non-parametric trend tests while the slope
is identified using Sen’s slope estimator. We found disproportional spatio-temporal trends between
SSLs and discharges caused primarily by intra-annual shifts in flows, which can lead to increased
trap efficiency in planned reservoirs, especially upstream of Besham Qila. Moreover, a discernible
increase in SSLs recorded at Partab Bridge during summer is being deposited downstream in
the river channel. This is due to a decrease in river transport capacity in the monsoonal zone.
These findings will not only help to identify these morphological problems, but also accurately
anticipate the spatio-temporal changes in the sediment budget of the upper Indus River. Our results
will help improve reservoir operational rules and sediment management strategies for existing and
30,000-MWplanned dams in the UIB.
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Water reservoirs planned or constructed to meet the burgeoning energy and irrigation
demands in Pakistan face a significant loss of storage capacity due to heavy sediment load from the
upper Indus basin (UIB). Given their importance and the huge investment, assessments of current
UIB sediment load and possible future changes are crucial for informed decisions on planning of
optimal dams’ operation and ensuring their prolonged lifespan. In this regard, the daily suspended
sediment loads (SSL...
»