𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Complementary aspects of linear flood routing modelling and flood frequency analysis

✍ Scribed by Witold G. Strupczewski; Vijay P. Singh; Stanislaw Weglarczyk; Krzysztof Kochanek; Henryk T. Mitosek


Publisher
John Wiley and Sons
Year
2006
Tongue
English
Weight
383 KB
Volume
20
Category
Article
ISSN
0885-6087

No coin nor oath required. For personal study only.

✦ Synopsis


Abstract

Similarity and differences between linear flood routing modelling (LFRM) and flood frequency analysis (FFA) techniques are presented. The moment matching used in LFRM to approximate the impulse response function (IRF) was applied in FFA to derive the asymptotic bias caused by the false distribution assumption. Proceeding in this way, other estimation methods were used as approximation methods in FFA to derive the asymptotic bias. Using simulation experiments, the above investigation was extended to evaluate the sampling bias. As a feedback, the maximum likelihood method (MLM) can be used for approximating linear channel response (LCR) by the IRFs of conceptual models.

Impulse responses of the convective diffusion and kinematic diffusion models were applied and developed as FFA models. Based on kinematic diffusion LFRM, the equivalence of estimation problems of discrete‐continuous distribution and single‐censored sample are shown both for the method of moments (MOM) and the MLM. Hence, the applicability of MOM is extended for the case of censored samples.

Owing to the complexity and non‐linearity of hydrological systems and resulting processes, the use of simple models is often questionable. The rationale of simple models is discussed. The problems of model choice and overparameterization are common in mathematical modelling and FF modelling. Some results for the use of simple models in the stationary FFA are presented. The problems of model discrimination are then discussed.

Finally, a conjunction of linear stochastic processes and LFRM is presented. The influence of river courses on stochastic properties of the runoff process is shown by combining Gaussian input with the LCR of the simplified Saint Venant model. It is shown that, from the classification of the ways of their development, both LFRM and FFA can benefit. Copyright Β© 2006 John Wiley & Sons, Ltd.


πŸ“œ SIMILAR VOLUMES


On seasonal approach to flood frequency
✍ K. Kochanek; W. G. Strupczewski; E. Bogdanowicz πŸ“‚ Article πŸ“… 2011 πŸ› John Wiley and Sons 🌐 English βš– 450 KB

## Abstract The annual peak flow series of Polish rivers are mixtures of summer and winter flows. As Part II of a sequence of two papers, practical aspects of applicability of seasonal approach to flood frequency analysis (FFA) of Polish rivers are discussed. Taking A Two‐Component Extreme Value (_

On the status of flood frequency analysi
✍ Vijay P. Singh; W. G. Strupczewski πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 76 KB

Flood frequency analysis (FFA) has been used for the design of civil engineering works for over a century. A multitude of methods for frequency analysis exist, and they can be broadly classified into four groups: (1) empirical, (2) phenomenological, (3) dynamic, and (4) stochastic watershed modellin

Downscaling of global climate models for
✍ Christel Prudhomme; Nick Reynard; Sue Crooks πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 183 KB

## Abstract The issues of downscaling the results from global climate models (GCMs) to a scale relevant for hydrological impact studies are examined. GCM outputs, typically at a spatial resolution of around 3Β° latitude and 4Β° longitude, are currently not considered reliable at time scales shorter t

Copula-based flood frequency (COFF) anal
✍ Cheng Wang; Ni-Bin Chang; Gour-Tsyh Yeh πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 310 KB

## Abstract Many civil infrastructures are located near the confluence of two streams, where they may be subject to inundation by high flows from either stream or both. These infrastructures, such as highway bridges, are designed to meet specified performance objectives for floods of a specified re

NON-LINEAR VIBRATION ANALYSIS AND SUBHAR
✍ H. DIKEN πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 265 KB

In this analysis, a Je!cott rotor model is used which is a thin disk located on a #exible shaft which is simply supported at the ends. The non-linear dynamic equations of the rotor are obtained. A perturbation technique is used to obtain approximate linear equations for the non-linear equations. The