The calculation of flood peak discharge for the area lack of hydrological data

DOI

10.2991/ifeesm-15.2015.296How to use a DOI?

Keywords

storm flood; flood peak; comprehensive instantaneous unit line method

Abstract

The engineering area studied in this paper belongs to the areas without hydrological data.The actual measurement data and storm record are both lacked. In this paper, the different methods were performed for the analysis of design flood calculation, at the same time, the rationality of results was also studied. Finally, the design flood peak discharge was determined. In this paper, the analysis and calculation method of design flood peak discharge are equipped with important reference significance for the small watershed area which is lack of hydrological data.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Qingjie Zhang
AU  - Liren Tan
AU  - Zhifeng Li
PY  - 2015/09
DA  - 2015/09
TI  - The calculation of flood peak discharge for the area lack of hydrological data
BT  - Proceedings of the 2015 International Forum on Energy, Environment Science and Materials
PB  - Atlantis Press
SP  - 1610
EP  - 1612
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-15.2015.296
DO  - 10.2991/ifeesm-15.2015.296
ID  - Zhang2015/09
ER  -