Light grey and mottled to whitish brown, mostly consits of sand and scattered gravels of hard rounded andesite 1/2 - 2 cm, trace stained to brownish black of iron-oxide Light grey to black, very dense, mostly consists of sand and scattered gravels, low to non plastic.ĭ 7.00 - 7.80m: Light brown, fine grained of sand size, very dense.ĥ.00 - 7.00m : Weathered Tuffaceous Sandst. Mostly black and changed to sandy silty clay, very stiff and trace fine gravels.ġ7.60 - 18.10m: Mostly black of sand and trace fine gravels, very denseġ8.10 - 25.90m: Weathered Tuffaceous Sandst. Mostly changed to light brown to light grey very stiff low plastic silty clay, and trace fine gravels of white tuff.ġ3.50 - 14.00m: Brown, fine grained of sand size, very dense.ġ4.00 - 19.00m: Weathered Tuffaceous Sandst. 9ĩ.30 - 10.10m: Light brown, fine grained of sand size, very dense.ġ0.10 - 13.50m:WeatheredTuffaceous Sandst. V v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vv v v v vv v v v vv v v v vv v v v v v v v v v v v v v v v v v v v v v v v v vv v vv vv vv vv v vv vv vv vv vħ.00 - 9.30m: Mostly consists of dark grey sand & gravels, very dense. 10 - Gambar 4.30 - Potongan penampang geoteknik Bh.1 da Bh.2Ġ.00 - 1.00m : Clay - Sand - Gravels. Lampiran No.8 - Tabel 4.23 Tabel koefisien debit ( m ) POTONGAN MEMANJANG PROFILE HIDROLIK SIPHON ELEVASI DASAR SIPHON 9.50 M 6,000
Jurnal Analisis penanggulangan banjir kota Bekasi dengan .(online),( handle/123456789/58562 diakses 22 Oktober 2012). Perencanaan Bangunan Irigasi dan Bangunan Air Pusat .(online),(. Kali Bekasi tercemar Air baku PDAM ikut terancam.(online), diakses 29 September 2012). Buku pelajaran dasar dasar teknik sungai, Universitas Hasanuddin Makasar.Tesis Tidak diterbitkan. Integrated Citarum Water Resources Management Project.Technical Assistance Desain. Headloss Mekanika dan Fluida ,Pusat Pengembangan Bahan Ajar UMB.(online),( 22 Oktober 2012). Analisis stabilitas sabo dam dan gerusan lokal kali woro gunung merapi kabupaten Klaten Majalah Ilmiah Ukrim.(online), ( ,diakses 5 Januari 2013). Standar Perencanaan Irigasi Kriteria Perencanaan (KP) – 06 -Bagian ParameterĬV.Galang Persada.
Standar Perencanaan Irigasi Kriteria Perencanaan (KP) – 04 -Bagian Bangunan. Standar Perencanaan Irigasi Kriteria Perencanaan (KP) – 03 -Bagian Saluran. Standar Perencanaan Irigasi Kriteria Perencanaan (KP) – 02 -Bagian Bangunan Utama. Standar Perencanaan Irigasi Kriteria Perencanaan (KP) – 01 -Bagian Jaringan Irigasi.