Araştırma Makalesi
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Yıl 2020, Cilt 6, Sayı 2, 1 - 7, 15.12.2020

Öz

Kaynakça

  • Aron, G., White, EL (2007) Fitting a gamma distribution over a synthetic unit hydrograph. J Am Water Resource Assoc., 18/1, 95–8
  • Bayazıt, M (2003) Hidroloji. Birsen Publishing House 260, Ankara
  • Bedient, PB., Huber, WC (1998) Hydrology and Floodplain Analysis. Addison-Wesley
  • Bhadra, A., Panigrahy, N., Singh, R., Raghuwanshi, NS., Mal, BC., Tripathi, MP (2008) 9. Development of a geomorphological instantaneous unit hydrograph model for scantily gauged watersheds. J. Environ. Model Softw. 23, 1013–1025
  • Bhunya, PK., Panda, SN., Goel, MK (2011) Synthetic Unit Hydrograph Methods: A Critical Review. The Open Hydrology Journal, 5, 1–8
  • Boughton, W., Droop, O (2003) Continuous simulation for design flood estimation – A Review. Environ. Modell. Softw., 18, 4, 309-318
  • Chow, VT (1964) Handbook of Applied Hydrology. McGraw-Hill Book C., New York, USA
  • Chow, VT., Maidment, DR., Mays, LW (1988) Applied Hydrology. McGraw-Hill, New York, USA
  • Dastorani, MT., Talebi, A., Dastorani, M (2010) Using neural networks to predict run off from ungauged catchments. Asian J Appl Sci, 3/6, 399–410
  • DMI., T.C. (2018) General Directore of Meteorology, Ankara (https://mgm.gov.tr)
  • Islam, M., Sado, K (2000) Satellite remote sensing data analysis for flood damaged zoning with GIS for flood management”. Ann J Hydraul Eng JSCE, 44, 301
  • Jarosiska, E., Pierzga, K (2015) Estimating flood quantiles on the basis of multi-event rainfall simulation – case study. Acta Geophysica, 63, 6, 1639–1663
  • Keskin, TE (2011) Bartın ve Çevresinin Hidrojeoloji İncelemesi. Cumhuriyet Üniversitesi Bilimsel Araştırma Projeleri Komisyon Başkanlığı (CÜBAP), Proje No: M-504, Sivas
  • Keskin, TE (2013) Mineral-water interaction and hydrogeochemistry of groundwater around Bartın coal mine, Turkey. Fresenius Environmental Bulletin 22(9a), 2750–2762
  • Linsley, RK., Kohler, MD., Paulhus, JIH (1988) Hydrology for Engineers. McGraw-Hill, New York, USA
  • Lopez, V., Napolitano, F., Russo, F (2005) Calibration of a rainfall runoff model using radar and rain gauge data”. J. Adv. Geosci. 2, 41–46
  • McCuen, RH (2005) Hydrologic Design and Analysis. Prentive Hall
  • Mishra, SK., Singh, VP (2003) Soil Conservation Service Curve Number (SCS-CN) Methodology. Water Science and Technology Library, 42, Kluwer Academic Publishers, Dordrecht, 519
  • Ogunlela, AO., Kasali, MY (2002) Evaluation of four methods of storm hydrograph development for an ungauged watershed. Nigerian J. Technol. Develop, 2, 25–34
  • Özcan, O (2017) Taşkın tespitinin farklı yöntemlerle değerlendirilmesi: Ayamama Deresi örneği. Artvin Çoruh Üniversitesi Doğal Afetler Uygulama ve Araştırma Merkezi Doğal Afetler ve Çevre Dergisi, 3, 9–27
  • Patrick, LG., Donald, HB., Juraj, MCA (2002) Comparison of index flood estimation procedure’s for ungauged catchments. Can. J. Civ. Eng. 29/5, 734–741
  • SCS. (1972) Estimation of direct runoff from storm rainfall. National Engineering Handbook, Section 4
  • SCS. (1989) Rufoff curve number coputation. Hydrology Training Series, Module 104
  • Salami, AW., Bilewu, SO., Ayanshola, AM., Oritola, SF (2009) Evaluation of synthetic unit hydrograph methods for the development of design storm hydrographs for Rivers in South-West, Nigeria. J. Am. Sci. 5/4, 23–32
  • Singh, N., Singh, KK (2017) Geomorphological analysis and prioritization of sub-watersheds using Snyder’s synthetic unit hydrograph method. Appl. Water Sci, 7, 275–283
  • Singh, VP (2018) Hydrologic modeling: progress and future directions. Geosci. Lett. 5, 15, doi.org/10.1186/s40562-018-0113-z
  • Taş, E., İçağa, Y., Zorluer, İ (2016) Taşkın yayılım haritalarının oluşturulması ve taşkın zarar analizi: Akarçay Afyon Alt Havzası Örneği. AKÜ FEMÜBİD, 16, 711–721
  • Yonatan, B., Tamir, G., Judith, L., Efrat, M (2009) Rainfall-runoff modeling in a small hyper-arid catchment. J. Hydrol. 373, 204–217

Comparison of flood discharge calculated by different statistical distribution functions and software

Yıl 2020, Cilt 6, Sayı 2, 1 - 7, 15.12.2020

Öz

Flood discharges can be calculated by using the flow observation station data and the precipitation observation station data. In this study, both of the data set were evaluated and the results were correlated each other. Firstly (Model 1), based on flow data of Kocaırmak (Bartın) River, the possible flood discharges were calculated by using different statistical distribution functions. Secondly (Model 2), calculations were made with the help of different maps and different methods based on the data of precipitation observation stations using software. In Model 1, as a result of calculations made with Normal, Log Normal, Gumbel and Pearson distributions functions, the flood discharges according to 50 year return period were determined as 926, 1579, 1128, and 1024 m3/sec, respectively. The calculations made with the help of DSI and Mockus methods using the 1/25000 scaled digitized topographic maps and Aster-GDEM images with 30x30 m resolution in Model 2, the flood discharges were calculated as 999, 1305, and 1033, 1332 m3/sec, respectively. By comparing the results obtained from models, it was found that the values obtained by Pearson distribution from Model 1 and the values obtained by DSI Synthetic Method from Model 2 were correlated well with each other.

Kaynakça

  • Aron, G., White, EL (2007) Fitting a gamma distribution over a synthetic unit hydrograph. J Am Water Resource Assoc., 18/1, 95–8
  • Bayazıt, M (2003) Hidroloji. Birsen Publishing House 260, Ankara
  • Bedient, PB., Huber, WC (1998) Hydrology and Floodplain Analysis. Addison-Wesley
  • Bhadra, A., Panigrahy, N., Singh, R., Raghuwanshi, NS., Mal, BC., Tripathi, MP (2008) 9. Development of a geomorphological instantaneous unit hydrograph model for scantily gauged watersheds. J. Environ. Model Softw. 23, 1013–1025
  • Bhunya, PK., Panda, SN., Goel, MK (2011) Synthetic Unit Hydrograph Methods: A Critical Review. The Open Hydrology Journal, 5, 1–8
  • Boughton, W., Droop, O (2003) Continuous simulation for design flood estimation – A Review. Environ. Modell. Softw., 18, 4, 309-318
  • Chow, VT (1964) Handbook of Applied Hydrology. McGraw-Hill Book C., New York, USA
  • Chow, VT., Maidment, DR., Mays, LW (1988) Applied Hydrology. McGraw-Hill, New York, USA
  • Dastorani, MT., Talebi, A., Dastorani, M (2010) Using neural networks to predict run off from ungauged catchments. Asian J Appl Sci, 3/6, 399–410
  • DMI., T.C. (2018) General Directore of Meteorology, Ankara (https://mgm.gov.tr)
  • Islam, M., Sado, K (2000) Satellite remote sensing data analysis for flood damaged zoning with GIS for flood management”. Ann J Hydraul Eng JSCE, 44, 301
  • Jarosiska, E., Pierzga, K (2015) Estimating flood quantiles on the basis of multi-event rainfall simulation – case study. Acta Geophysica, 63, 6, 1639–1663
  • Keskin, TE (2011) Bartın ve Çevresinin Hidrojeoloji İncelemesi. Cumhuriyet Üniversitesi Bilimsel Araştırma Projeleri Komisyon Başkanlığı (CÜBAP), Proje No: M-504, Sivas
  • Keskin, TE (2013) Mineral-water interaction and hydrogeochemistry of groundwater around Bartın coal mine, Turkey. Fresenius Environmental Bulletin 22(9a), 2750–2762
  • Linsley, RK., Kohler, MD., Paulhus, JIH (1988) Hydrology for Engineers. McGraw-Hill, New York, USA
  • Lopez, V., Napolitano, F., Russo, F (2005) Calibration of a rainfall runoff model using radar and rain gauge data”. J. Adv. Geosci. 2, 41–46
  • McCuen, RH (2005) Hydrologic Design and Analysis. Prentive Hall
  • Mishra, SK., Singh, VP (2003) Soil Conservation Service Curve Number (SCS-CN) Methodology. Water Science and Technology Library, 42, Kluwer Academic Publishers, Dordrecht, 519
  • Ogunlela, AO., Kasali, MY (2002) Evaluation of four methods of storm hydrograph development for an ungauged watershed. Nigerian J. Technol. Develop, 2, 25–34
  • Özcan, O (2017) Taşkın tespitinin farklı yöntemlerle değerlendirilmesi: Ayamama Deresi örneği. Artvin Çoruh Üniversitesi Doğal Afetler Uygulama ve Araştırma Merkezi Doğal Afetler ve Çevre Dergisi, 3, 9–27
  • Patrick, LG., Donald, HB., Juraj, MCA (2002) Comparison of index flood estimation procedure’s for ungauged catchments. Can. J. Civ. Eng. 29/5, 734–741
  • SCS. (1972) Estimation of direct runoff from storm rainfall. National Engineering Handbook, Section 4
  • SCS. (1989) Rufoff curve number coputation. Hydrology Training Series, Module 104
  • Salami, AW., Bilewu, SO., Ayanshola, AM., Oritola, SF (2009) Evaluation of synthetic unit hydrograph methods for the development of design storm hydrographs for Rivers in South-West, Nigeria. J. Am. Sci. 5/4, 23–32
  • Singh, N., Singh, KK (2017) Geomorphological analysis and prioritization of sub-watersheds using Snyder’s synthetic unit hydrograph method. Appl. Water Sci, 7, 275–283
  • Singh, VP (2018) Hydrologic modeling: progress and future directions. Geosci. Lett. 5, 15, doi.org/10.1186/s40562-018-0113-z
  • Taş, E., İçağa, Y., Zorluer, İ (2016) Taşkın yayılım haritalarının oluşturulması ve taşkın zarar analizi: Akarçay Afyon Alt Havzası Örneği. AKÜ FEMÜBİD, 16, 711–721
  • Yonatan, B., Tamir, G., Judith, L., Efrat, M (2009) Rainfall-runoff modeling in a small hyper-arid catchment. J. Hydrol. 373, 204–217

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Tülay EKEMEN KESKİN (Sorumlu Yazar)
KARABÜK ÜNİVERSİTESİ
Türkiye


Emrah DOĞAN
SAKARYA ÜNİVERSİTESİ
Türkiye


Osman SÖNMEZ
SAKARYA ÜNİVERSİTESİ
Türkiye


Hatice Betül UMARUSMAN
KARABÜK ÜNİVERSİTESİ
0000-0001-8723-7876
Türkiye


Pinar SPOR
BÜLENT ECEVİT ÜNİVERSİTESİ
0000-0002-2052-5440
Türkiye


Meisam BADFAR
SAKARYA ÜNİVERSİTESİ
Türkiye


Halil İbrahim ÇETİNER
NETCAD
0000-0003-4541-1009
Türkiye


Packialakshmi S
Sathyabama Institute of Science and Technology
India

Yayımlanma Tarihi 15 Aralık 2020
Yayınlandığı Sayı Yıl 2020, Cilt 6, Sayı 2

Kaynak Göster

Chicago Ekemen Keskin, T. , Doğan, E. , Sönmez, O. , Umarusman, H. B. , Spor, P. , Badfar, M. , Çetiner, H. İ. , S, P. "Comparison of flood discharge calculated by different statistical distribution functions and software". Disaster Science and Engineering 6 (2020 ): 1-7