Can the discharge of a hyperconcentrated flow be estimated from paleoflood evidence?

被引:15
作者
Bodoque, Jose M. [1 ]
Eguibar, Miguel A. [2 ]
Diez-Herrero, Andres [3 ]
Gutierrez-Perez, Ignacio [4 ]
Ruiz-Villanueva, Virginia [3 ]
机构
[1] Univ Castilla La Mancha, Dept Min & Geol Engn, E-45071 Toledo, Spain
[2] Univ Politecn Valencia, Dept Hydraul Engn & Environm, E-46022 Valencia, Spain
[3] Geol Survey Spain IGME, Dept Res & Geosci Prospect, E-28003 Madrid, Spain
[4] Ferrovial Agroman, Dept Civil Engn, E-28042 Madrid, Spain
关键词
DEBRIS FLOW; CENTRAL PYRENEES; FLASH FLOODS; SEDIMENT; CHANNEL; HYDRAULICS; TRANSPORT; DYNAMICS; DEPOSITS; STREAMS;
D O I
10.1029/2011WR010380
中图分类号
X [环境科学、安全科学];
学科分类号
083001 [环境科学];
摘要
Many flood events involving water and sediments have been characterized using classic hydraulics principles, assuming the existence of critical flow and many other simplifications. In this paper, hyperconcentrated flow discharge was evaluated by using paleoflood reconstructions (based on paleostage indicators [PSI]) combined with a detailed hydraulic analysis of the critical flow assumption. The exact location where this condition occurred was established by iteratively determining the corresponding cross section, so that specific energy is at a minimum. In addition, all of the factors and parameters involved in the process were assessed, especially those related to the momentum equation, existing shear stresses in the wetted perimeter, and nonhydrostatic and hydrostatic pressure distributions. The superelevation of the hyperconcentrated flow, due to the flow elevation curvature, was also estimated and calibrated with the PSI. The estimated peak discharge was established once the iterative process was unable to improve the fit between the simulated depth and the depth observed from the PSI. The methodological approach proposed here can be applied to other higher-gradient mountainous torrents with a similar geomorphic configuration to the one studied in this paper. Likewise, results have been derived with fewer uncertainties than those obtained from standard hydraulic approaches, whose simplifying assumptions have not been considered.
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页数:14
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