Analisis Perhitungan Kapasitas Tampungan dan Dimensi Waduk Cileuweung

Putri, Vidya Anugerah (2017) Analisis Perhitungan Kapasitas Tampungan dan Dimensi Waduk Cileuweung. S1 thesis, Universitas Kristen Indonesia.

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Abstract

Penelitian ini dilakukan dengan metode dan teknik analisa yang digunakan adalah teknis analisa data dan studi pustaka yang memberikan gambran jelas dan bermakna. Ketersediaan air dimana pada musim kemarau sering terjadi kekeringan dan pada musim hujan air meluap ke sawah. Oleh karenanya di buat Waduk penampung atau konservasi yang dapat menahan air pada masa aliran air tinggi untuk digunakan selama masa kekeringan. Waduk Cileuweung terletak di sungai Cikaro, anak cabang sungai Cijangkelok dimana sungai Cisanggarung sebagai sungai utama. Waduk Cileuweung di bangun untuk jaringan irigasi seluas 3.000 hektar. Berdasarkan analisis curah hujan dari 2 stasiun, menghasilkan debit inflow sebesar 26,77 jt m3 /dt, dengan outflow 18,82 jt m3 /dt pada Waduk Cileuweung dengan rata rata pada tahun 2012. Dengan tinggi bendungan 42 m. Kata Kunci : Waduk, Curah Hujan, Inflow, Outflow, Tinggi Bendungan. / This research was conducted with methods and techniques of analysis used is a data analysis and study of technical libraries that provide clear and meaningful gambran. The availability of water which often occur during the dry season and drought in the rainy season the water overflowed into rice fields. Thus in a holding Reservoir or create conservation that can retain water during high water flow for use during times of drought. The reservoir is located in the Cileuweung River Cikaro River Cijangkelok branches, where the river Cisanggarung as major rivers. Cileuweung reservoir built for irrigation network covering 3,000 hectares. Based on the analysis of rainfall from 2 stations, resulting in the inflow discharge of 26.77 jt m3/dt, with outflow 18.82 jt m3/dt at Cileuweung Reservoir with the average in the year 2012. The dam with a height of 42 m. Key Words: Reservoirs, Rainfall, Inflow, Outflow, High Dam

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