Hydrograph analysis and basef low separation

Publikation: Beiträge in SammelwerkenKapitelbegutachtet

Standard

Hydrograph analysis and basef low separation. / Aksoy, Hafzullah; Wittenberg, Hartmut; Eris, Ebru.
Handbook of Engineering Hydrology: Fundamentals and Applications. Hrsg. / Saeid Eslamian. CRC Press, 2014. S. 311-328.

Publikation: Beiträge in SammelwerkenKapitelbegutachtet

Harvard

Aksoy, H, Wittenberg, H & Eris, E 2014, Hydrograph analysis and basef low separation. in S Eslamian (Hrsg.), Handbook of Engineering Hydrology: Fundamentals and Applications. CRC Press, S. 311-328. https://doi.org/10.1201/b15625

APA

Aksoy, H., Wittenberg, H., & Eris, E. (2014). Hydrograph analysis and basef low separation. In S. Eslamian (Hrsg.), Handbook of Engineering Hydrology: Fundamentals and Applications (S. 311-328). CRC Press. https://doi.org/10.1201/b15625

Vancouver

Aksoy H, Wittenberg H, Eris E. Hydrograph analysis and basef low separation. in Eslamian S, Hrsg., Handbook of Engineering Hydrology: Fundamentals and Applications. CRC Press. 2014. S. 311-328 doi: 10.1201/b15625

Bibtex

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title = "Hydrograph analysis and basef low separation",
abstract = "While for such engineering design problems as dykes, river training, bridges, and stormwater drainage systems peak discharge rates are sufficient, they are inadequate for the design of hydraulic structures where storage is involved. A spillway of a dam, for example, is hit not by the natural hydrograph with its peak discharge of the catchment but by a design discharge significantly attenuated by the retention effect of the reservoir: flood volume counts, and therefore, the design work is usually based on the hydrograph rather than the peak discharge rate.",
keywords = "Engineering",
author = "Hafzullah Aksoy and Hartmut Wittenberg and Ebru Eris",
year = "2014",
month = jan,
day = "1",
doi = "10.1201/b15625",
language = "English",
isbn = "9781466552418",
pages = "311--328",
editor = "Saeid Eslamian",
booktitle = "Handbook of Engineering Hydrology",
publisher = "CRC Press",
address = "United States",

}

RIS

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T1 - Hydrograph analysis and basef low separation

AU - Aksoy, Hafzullah

AU - Wittenberg, Hartmut

AU - Eris, Ebru

PY - 2014/1/1

Y1 - 2014/1/1

N2 - While for such engineering design problems as dykes, river training, bridges, and stormwater drainage systems peak discharge rates are sufficient, they are inadequate for the design of hydraulic structures where storage is involved. A spillway of a dam, for example, is hit not by the natural hydrograph with its peak discharge of the catchment but by a design discharge significantly attenuated by the retention effect of the reservoir: flood volume counts, and therefore, the design work is usually based on the hydrograph rather than the peak discharge rate.

AB - While for such engineering design problems as dykes, river training, bridges, and stormwater drainage systems peak discharge rates are sufficient, they are inadequate for the design of hydraulic structures where storage is involved. A spillway of a dam, for example, is hit not by the natural hydrograph with its peak discharge of the catchment but by a design discharge significantly attenuated by the retention effect of the reservoir: flood volume counts, and therefore, the design work is usually based on the hydrograph rather than the peak discharge rate.

KW - Engineering

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U2 - 10.1201/b15625

DO - 10.1201/b15625

M3 - Chapter

AN - SCOPUS:85054661614

SN - 9781466552418

SN - 9781466552449

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EP - 328

BT - Handbook of Engineering Hydrology

A2 - Eslamian, Saeid

PB - CRC Press

ER -