STUDI PERBAIKAN SALURAN IRIGASI TERSIER DI DESA BUNUT WETAN KECAMATAN PAKIS KABUPATEN MALANG

Muhammad Andhika Madhalle, Eko Noerhayati, Azizah Rokhmawati

Abstract


ABSTRACT

Water, as a source of life for society, naturally flows dynamically to lower areas without recognizing administrative boundaries. Irrigation network rehabilitation is an activity aimed at repairing or improving the village irrigation network to restore or enhance its function and service capacity. Based on the calculation results used in completing the Tertiary Irrigation Channel Repair in Bunut Wetan Village, the following conclusions can be drawn: the economically optimal channel dimensions are: channel base width (b) = 1.48 m, guard height (h_guard) = 0.50 m, channel height (h_channel) = 1,14 m, and wet cross-sectional area (A) = 1,35 m². The construction cost for the planned rehabilitation tertiary irrigation channel according to the work volume, is IDR 130.837.795.

Keywords: Irrigation, Current Meter, HEC-RAS Analysis, Budget Plan


References


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