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MnUasari, Ataline
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Automotive Engineering Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Transportation

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Diameter Ideal Untuk Saluran Buangan Bandara Ahmad Yani Semarang Dalam Mengatasi Banjir MnUasari, Ataline
Warta Penelitian Perhubungan Vol. 22 No. 7 (2010): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v22i7.1111

Abstract

As a Regional Intematio1111l Airport, at the Ahmnd Yani Airport passenger and aircraft movementsoccur quite crowded e-uen; day. T11erefore, the smooth process of taking off and landing are the mainelements tlmt need attention. Airport facilities wlziclz would o-nsh would interfere with the smoothflight. Likewise, the frequent flooding that inundated the runway qt the Ahmad Yani airport inSemarang during high rainfall. Due to lremllj rain which flus/red the cihJ of Semarang in 2009,Ahmad Yani Airport Runwm; forced to close bemuse of stagnant water with a lieight of 13-20 cm.From tire analysis we found an ideal diameter for drainage of rain water at Ahmad Yani Airport inSemarang wzth tire drainage flmu of 1.55 m3/sec is 2.92 111.Keywords: Debit, Reclanmtion, Liznd Cnntour
Diameter Ideal Untuk Saluran Buangan Bandara Ahmad Yani Semarang Dalam Mengatasi Banjir MnUasari, Ataline
Warta Penelitian Perhubungan Vol. 22 No. 7 (2010): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v22i7.1111

Abstract

As a Regional Intematio1111l Airport, at the Ahmnd Yani Airport passenger and aircraft movementsoccur quite crowded e-uen; day. T11erefore, the smooth process of taking off and landing are the mainelements tlmt need attention. Airport facilities wlziclz would o-nsh would interfere with the smoothflight. Likewise, the frequent flooding that inundated the runway qt the Ahmad Yani airport inSemarang during high rainfall. Due to lremllj rain which flus/red the cihJ of Semarang in 2009,Ahmad Yani Airport Runwm; forced to close bemuse of stagnant water with a lieight of 13-20 cm.From tire analysis we found an ideal diameter for drainage of rain water at Ahmad Yani Airport inSemarang wzth tire drainage flmu of 1.55 m3/sec is 2.92 111.Keywords: Debit, Reclanmtion, Liznd Cnntour
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