Volcanic eruptions
transport substantial amounts of sediment into
river systems. It damages irrigation structures that depend on the
nearby river for water delivery, reducing the conveyance efficiency.
This study aims to propose an efficient approach for the management
of sand traps as the main sediment barriers in irrigation networks
within the Progo-Opak-Serang (POS) Volcanic Basin. It is accomplished
by a measurable approach: a mathematical framework executed with the
Hydrologic Engineering Center’s River Analysis System (HEC-RAS).
This study focuses on selected sand traps: Badran, Blawong, and Pengasih.
The results show that the calibrated and validated Manning’s
coefficients of Badran, Blawong, and Pengasih Sand Traps are 0.014,
0.020, and 0.025, respectively. The combination of Thomas as a sorting
method, Rubey as a fall velocity method, and Laursen as a transport
function can represent the transport parameters of the sand traps
within the POS Basin. The recommended flushing discharge and duration
for Badran, Blawong, and Pengasih Sand Traps are 4, 4.4, and 1.9 m3/s and 150, 50, and 45 min, respectively, while the flushing
frequency is 4, 3, and 3 times a year. The existing sand trap performance
in Badran is less effective, while that of Blawong and Pengasih is
less efficient. This study assists in improving food production and
security by promoting sustainable irrigation systems.