Hydrograph analysis and basef low separation
Research output: Contributions to collected editions/works › Chapter › peer-review
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Handbook of Engineering Hydrology: Fundamentals and Applications. ed. / Saeid Eslamian. CRC Press, 2014. p. 311-328.
Research output: Contributions to collected editions/works › Chapter › peer-review
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TY - CHAP
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
UR - http://www.scopus.com/inward/record.url?scp=85054661614&partnerID=8YFLogxK
U2 - 10.1201/b15625
DO - 10.1201/b15625
M3 - Chapter
AN - SCOPUS:85054661614
SN - 9781466552418
SN - 9781466552449
SP - 311
EP - 328
BT - Handbook of Engineering Hydrology
A2 - Eslamian, Saeid
PB - CRC Press
ER -