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ITS » Undergraduate Theses » Teknik Sipil
Posted by yeni at 27/05/2009 15:31:28  •  6480 Views


PERENCANAAN SISTEM DRAINASE JAGIR KALIMIR DENGAN MENINGKATKAN KAPASITAS POMPA

THE DESIGN OF JAGIR KALIMIR DRAINAGE SYSTEM BY INCREASING THE CAPASITY OF THE PUMP

Author :
Benitha, Briliantie Irma Maya 




ABSTRAK

Sistem Drainase Jagir Kalimir adalah sistem drainase yang melayani daerah Bendul Merisi dan sekitarnya. Pada tahun 2004 dibangun rumah pompa untuk mengoptimalkan layanan Sistem Drainase Jagir Kalimir. Rumah pompa Jagir Kalimir dilengkapi dengan 2 unit Submersible pump yang berkapasitas 1 m3 detik dan satu unit sludge pump dengan kapasitas 0.25 m3 detik. Rumah pompa Jagir Kalimir ini juga dilengkapi dengan mechanical screen yang menyaring sampah untuk membantu kelancaran air yang dibuang ke Kali Wonokromo. Namun meskipun dengan kapasitas pompa yang besar ditambah dengan mechanical screen yang ada pengurangan genangan yang terjadi pada sistem drainase Jagir Kalimir ini belum cukup signifikan. Genangan masih terjadi pada saluran tersier Karang Rejo III Tales I Wonokromo DKA Ubi III Bentul III dll. Setelah dilakukan analisa hidrologi maupun hidrolika pada Sistem Drainase Jagir Kalimir dapat diketahui bahwa saluran dan pompa yang ada pada saat ini tidak mampu menampung debit banjir yang ada. Untuk itu perlu dilakukan beberapa perubahan dimensi pada saluran dan penambahan 2 pompa Submersible baru dengan kapasitas 14 m3dtk. Dengan dilakukan penyesuaian dimensi dan penambahan kapasitas pompa diharapkan bahwa Sistem Drainase Jagir Kalimir mampu mengalirkan debit banji Q5 tahunan.


ABSTRACT

Jagir Kalimir drainage system is a drainage system that covered Bendul Merisi district and its surroundings. In 2004 pump house was established to support the service of Jagir Kalimir drainage system. The Jagir Kalimir pump house is equipped with 2 units Submersible pump with capacity 1 m3second and 1 unit sludge pump with capacity 0.25 m3second. It is also equipped by mechanical screen that filter the rubbish to keep the fluency of water remunciation through Wonokromo River. Although JagirKalimir has 14059 ha of drainage area with secondary and primary channels and supported by 2 submersible pump there is still inundation on several places such as Karang Rejo III Tales I Wonokromo DKA Ubi III Bentul III etc hence the capacity of the existing system needs to be reviewed. By using hydrology and hydraulic analysis can be detected that Jagir Kalimir drainage system is not sufficient to flow down the flood debit. In conclusion some dimension of the drains need to be alterated and the pump must be added by 2 new submersible pumps with capacity 14 m3second. The adjustment of drains dimension and the increment of pump capacity will make Jagir Kalimir drainage system able to channel the annual rate of the flow Q5.



KeywordsSistem drainase Jagir Kalimir;Kapasitas Saluran;Kapasitas pompa
 
Subject:  Pengeringan daerah
Contributor
  1. UMBORO LASMINTO, ST, MSc
Date Create: 27/05/2009
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100009034512
Collection ID: 3100009034512
Call Number: RSS 627.54 Ben p


Source
Undergraduate Theses, CIVIL ENGINEERING , RSS 627.54 Ben p,2009

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