Susilo, Juniar Johansyah (2014) Studi Perencanaan Penyediaan Air Bersih Pada Gedung Bertingkat Tunjungan Plasa VI Kota Surabaya. Sarjana thesis, Universitas Brawijaya.
Abstract
Perkembangan Kota Surabaya dari tahun ke tahun semakin pesat sehingga menarik minat banyak investor dan sering dikunjungi berbagai tamu yang mempunyai kepentingan. Hal tersebut yang menjadi alasan dibangunnya Gedung Sentra Pakuwon Tunjungan Plasa VI yang nantinya terdapat pusat perbelanjaan, perkantoran. Sehingga dibutuhkannya perencanaan penyediaan dan pendis-tribusian air bersih yang baik. Kebutuhan air dihitung berdasarkan luas lantai gedung, jenis dan jumlah alat plambing, unit alat plambing, dan kebutuhan setiap unit kegiatan, dimana hasil total kebutuhan air bersih adalah 617.082 Liter/hari. Tampungan sementara menggunakan 1 Ground Reservoir, dan 2 Tandon (Roof Tank) untuk masing-masing Office dan Mall. Perhitungan dimensi pipa menggunakan metode kerugian gesek Hazen-Williams dan Hardy Cross, dan pipa yang digunakan adalah pipa PVC dengan diamater 4 inci, 2 inci, 11/2 inci, 11/4 inci, 1 inci, ¾ inci, dan ½ inci. Suplai air bersih gedung menggunakan sistem tangki atap, distribusi air bersih ke tiap lantai dibagi menjadi sistem distribusi yang terdiri dari sistem yang menggunakan pompa booster, sistem gravitasi, dan PRV (Pressure Reducing Valve) untuk mengurangi tekanan air yang terlalu besar. Biaya bahan dalam perencanaan distribusi air bersih Gedung Sentra Tunjungan Plasa VI sebesar ± Rp. 2.060.901.010,- meliputi alat saniter, pipa, assesoris pipa (belokan 90o, tee), pompa boster, dan pompa sentifugal.
English Abstract
The development of the Surabaya city from year to year more rapidly so as to attract more investors and visited a variety of guests who have an interest. It is the reason he built the building Centra Pakuwon Tunjungan Plaza VI later there is a shopping center, offices So the need for planning the provision and distribution of clean water is good. Water requirement are calculated based on the floor area of the building, the type and amount of the tool plambing, plambing tools unit, and needs any unit activities, where the results of the total needs of clean water is 617.082 Litres/day. The spooler while using 1 Ground Reservoir, and 2 Tandon (Roof Tank) for each Office and Mall. Calculation of the dimensions of the pipe friction loss method using Hazen-Williams and Hardy Cross, and the pipe used is PVC pipe diamater with 4 inch, 2 inch, 11/2 inches, 11/4 inch, 1 inch, ¾ inch, and ½ inch. Clean water supply building rooftop tank system, the distribution of clean water into each floor divided into a distribution system consisting of a pump system uses gravity systems, booster, and the PRV (Pressure Reducing Valve) to reduce water pressure that is too large. Cost of materials in the planning of Building clean water distribution Centers Tunjungan Plaza VI of ± Rp. 2.060.901.010,-includes sanitary, plumbing tools, plumbing assesoris (90o bend, tee), pump, and pump sentifugal boster.
| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | SKR/FT/2014/644/051406921 |
| Subjects: | 600 Technology (Applied sciences) > 627 Hydraulic engineering > 627.5 Reclamations, Irrigation, related topics > 627.52 Irrigation |
| Divisions: | Fakultas Teknik > Teknik Pengairan |
| Depositing User: | Hasbi |
| Date Deposited: | 17 Nov 2014 14:25 |
| Last Modified: | 23 Dec 2021 01:49 |
| URI: | http://repository.ub.ac.id/id/eprint/142969 |
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