Performance Analysis for Surface Rainwater Drainage on Urban Roads: The Case of Diyarbakir City

Rehber Güneş; Tamer Bağatur; Hüseyin Fidan

Makale detayları

Performance Analysis for Surface Rainwater Drainage on Urban Roads: The Case of Diyarbakir City

Yazarlar:

Rehber Güneş | Tamer Bağatur | Hüseyin Fidan

Yayıncı:

Dicle University

Ana Başlıklar:

Su Kaynakları Mühendisliği

Dergi:

Dicle Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.13 Issue 1, pp.93-109

Belge Tipi:

Makale

Yayın Tarihi:

10/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313956

pISSN:

2146-4693

Anahtar kelimeler:

Özet:

 In this study, it was aimed to analyze the adequacy of stormwater drainage gutters on Şanlıurfa road, one of the busiest urban roads of Diyarbakır city, in terms of number and capacity and to analyze their performance in terms of surface drainage. In order to determine the stormwater inlet locations of the road section between Nazım Hikmet Street and Mahabad Boulevard and the stormwater inlet locations of the road section between Yeni Hal Interchange underpass entrance and Kantar Interchange underpass entrance, the two application areas were divided into 7 and 5 road sections respectively, Manning and Rational Method were used to calculate the water carrying capacity of the rainwater gutters, and the distance between the rainwater inlets was calculated according to the dimensions of the grid type gutters specified by the highway regulations for the existing layout on the road, and the number and capacities of the existing gutters were compared, and it was evaluated by hydraulic analysis whether the capacity and number of rainwater gutters of the road section selected as the application area were sufficient. As a result of the evaluation, it was determined that the existing stormwater inlets of the road selected as the application area were inadequate in terms of capacity and number of stormwater inlets and also their layout was incorrect.

 In this study, it was aimed to analyze the adequacy of stormwater drainage gutters on Şanlıurfa road, one of the busiest urban roads of Diyarbakır city, in terms of number and capacity and to analyze their performance in terms of surface drainage. In order to determine the stormwater inlet locations of the road section between Nazım Hikmet Street and Mahabad Boulevard and the stormwater inlet locations of the road section between Yeni Hal Interchange underpass entrance and Kantar Interchange underpass entrance, the two application areas were divided into 7 and 5 road sections respectively, Manning and Rational Method were used to calculate the water carrying capacity of the rainwater gutters, and the distance between the rainwater inlets was calculated according to the dimensions of the grid type gutters specified by the highway regulations for the existing layout on the road, and the number and capacities of the existing gutters were compared, and it was evaluated by hydraulic analysis whether the capacity and number of rainwater gutters of the road section selected as the application area were sufficient. As a result of the evaluation, it was determined that the existing stormwater inlets of the road selected as the application area were inadequate in terms of capacity and number of stormwater inlets and also their layout was incorrect.

 In this study, it was aimed to analyze the adequacy of stormwater drainage gutters on Şanlıurfa road, one of the busiest urban roads of Diyarbakır city, in terms of number and capacity and to analyze their performance in terms of surface drainage. In order to determine the stormwater inlet locations of the road section between Nazım Hikmet Street and Mahabad Boulevard and the stormwater inlet locations of the road section between Yeni Hal Interchange underpass entrance and Kantar Interchange underpass entrance, the two application areas were divided into 7 and 5 road sections respectively, Manning and Rational Method were used to calculate the water carrying capacity of the rainwater gutters, and the distance between the rainwater inlets was calculated according to the dimensions of the grid type gutters specified by the highway regulations for the existing layout on the road, and the number and capacities of the existing gutters were compared, and it was evaluated by hydraulic analysis whether the capacity and number of rainwater gutters of the road section selected as the application area were sufficient. As a result of the evaluation, it was determined that the existing stormwater inlets of the road selected as the application area were inadequate in terms of capacity and number of stormwater inlets and also their layout was incorrect.

 Bu çalışmada, Diyarbakır şehrinin en işlek kent içi yollarından biri olan Şanlıurfa yolu yağmursuyu drenaj oluklarının sayı ve kapasite açısından yeterliliği irdelenerek yüzeysel drenaj bakımından performans analizinin yapılması amaçlanmıştır. Uygulama alanı olarak seçilen Nazım Hikmet Caddesi-Mahabad Bulvarı arası yol kesitinin yağmur suyu giriş yerleri ve Yeni Hal Köprülü Kavşağı alt geçit girişi  Kantar Köprülü Kavşağı alt geçit girişi arası yol kesitinin yağmursuyu giriş yerlerinin belirlenmesi için seçilen iki uygulama alanı sırasıyla 7 ve 5 adet yol kesitine bölünerek, Manning ve Rasyonel Metot ile yağmur suyu oluklarının sutaşıma kapasitesi hesabı yapılmış olup yoldaki mevcut düzen için karayolları yönetmeliğinin belirtmiş olduğu ızgara tipli olukların ebatlarına göre yağmur suyu girişleri arası mesafe hesaplanarak, mevcutta bulunan olukların sayısı ve kapasiteleri karşılaştırılarak uygulama alanı olarak seçilen yol kesitinin yağmur suyu oluklarının kapasiteleri ve sayısının yeterli olup olmadığı, hidrolik analizlerle değerlendirilmiştir. Yapılan değerlendirme neticesinde, uygulama alanı olarak seçilen yolun mevcut yağmursuyu giriş yerlerinin kapasitesi ve sayısı bakımından yetersiz olduğu ve ayrıca yerleşim düzenlerinin yanlış olduğu belirlenmiştir.

Makale detayları

Performance Analysis for Surface Rainwater Drainage on Urban Roads: The Case of Diyarbakir City

Yazarlar:

Rehber Güneş | Tamer Bağatur | Hüseyin Fidan

Yayıncı:

Dicle University

Ana Başlıklar:

Su Kaynakları Mühendisliği

Dergi:

Dicle Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.13 Issue 1, pp.93-109

Belge Tipi:

Makale

Yayın Tarihi:

10/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313956

pISSN:

2146-4693

Drainage

Urban road

Stormwater inlets

Surface drainageDrenaj

Kent içi yol

Yağmursuyu girişleri

Yüzeysel drenaj

Sayı

Makale detayları

Yazarlar: Rehber Güneş | Tamer Bağatur | Hüseyin Fidan

Yayıncı: Dicle University

Ana Başlıklar: Su Kaynakları Mühendisliği

Dergi: Dicle Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.13 Issue 1, pp.93-109

Belge Tipi: Makale

Yayın Tarihi: 10/2024

Belge Dili: Türkçe

Document ID (Org No.): 2001313956

pISSN: 2146-4693

Sayı

Yazarlar:

Rehber Güneş | Tamer Bağatur | Hüseyin Fidan

Yayıncı:

Dicle University

Ana Başlıklar:

Su Kaynakları Mühendisliği

Dergi:

Dicle Üniversitesi Fen Bilimleri Enstitüsü Dergisi Vol.13 Issue 1, pp.93-109

Belge Tipi:

Makale

Yayın Tarihi:

10/2024

Belge Dili:

Türkçe

Document ID (Org No.):

2001313956

pISSN:

2146-4693