Perhitungan Volume Kolam Retensi Muktiharjo Kidul Semarang Berdasarkan Data Curah Hujan Harian Maksimum Kawasan Kali Tenggang

Authors

  • Yohanes Sandy Setiadi Jurusan Teknik Sipil, Fakultas Teknik, Universitas Semarang
  • Wisnu Suharto Jurusan Teknik Sipil, Fakultas Teknik, Universitas Semarang
  • Diah Setiati Budiningrum Jurusan Teknik Sipil, Fakultas Teknik, Universitas Semarang

DOI:

https://doi.org/10.26623/teknika.v9i2.758

Keywords:

Retention Pool, Kali Tenggang, Data Rainfall, Water Flow

Abstract

 Abstrak Perencanaan Volume Kolam Retensi Muktiharjo Kidul Semarang di perhitungkan dengan

menggunakan Data Curah Hujan Harian Maksimum kawasan Kali Tenggang Semarang.Data Curah

Hujan Maksimum dapat diperoleh dari BMKG Kota Semarang atau Dinas PSDA Kota

Semarang.Curah Hujan Harian Maksimum dihitung setelah itu di dapat volume Kolam Retensi,

Sehingga dengan di dapatkan Volume Kolam Retensi tersebut Konstruksi Kolam Retensi Muktiharjo

Kidul Semarang dapat Menampung sementara debit air dari Sungai Tenggang.Kolam Retensi

Muktiharjo Kidul Semarang direncanakan untuk menampung kelebihan debit air Sungai Tenggang

 

 Abstract Planning Volume Retention Pool Muktiharjo Kidul Semarang calculated using Maximum

Daily Rainfall Data Kali Tenggang Semarang.Data region Maximum Precipitation can be obtained from

BMKG Semarang or PSDA Semarang.Curah City Maximum Daily Rain calculated after it in can

volume Retention Pool, so with in getting the Volume Retention pool Construction Swimming

Retention Muktiharjo Kidul Semarang accommodating while the discharge of water from the River

Retention Muktiharjo Kidul Semarang Kali Tenggang.Kolam planned to accommodate excess water

discharge Grace River

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Published

2014-10-23

Issue

Vol. 9 No. 2 (2014): Oktober

Section

Articles

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