|
|
|
|
|
Devendra M. Amatya, Timothy J. Callahan, Sourav Mukherjee, Charles A. Harrison, Carl C. Trettin, Andrzej Walega, Dariusz Mlynski and Kristen D. Emmett
Hydrology and meteorological data from relatively undisturbed watersheds aid in identifying effects on ecosystem services, tracking hydroclimatic trends, and reducing model uncertainties. Sustainable forest, water, and infrastructure management depends o...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marco Albert Öttl, Felix Simon, Jens Bender, Christoph Mudersbach and Jürgen Stamm
The design of a river-basin-specific flood hydrograph generator based on gauge records enables the generation of synthetic flood hydrographs for the dimensioning of hydraulic structures. Based on selected flow time series, flood waves can be described us...
ver más
|
|
|
|
|
|
|
|
|
|
|
Dariusz Mlynski, Andrzej Walega, Leszek Ksiazek, Jacek Florek and Andrea Petroselli
The aim of the study was to analyze the possibility of using selected rainfall-runoff models to determine the design hydrograph and the related peak flow in a mountainous catchment. The basis for the study was the observed series of hydrometeorological d...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cilcia Kusumastuti,Prasetio Sudjarwo,Marvin Christhie,Timotius Krisna
Pág. 70 - 75
Design flood is one of the important factors for flood risk assessment and water infrastructures planning and development in a certain location. There are several methods to estimate it, one method which has been commonly and widely use is using flood fr...
ver más
|
|
|
|
|
|
|
|
|
|
|
Nejc Bezak, Mojca ?raj, Simon Rusjan and Matja? Miko?
In the case of ungauged catchments, different procedures can be used to derive the design hydrograph and design peak discharge, which are crucial input data for the design of different hydrotechnical engineering structures, or the production of flood haz...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jerzy Machajski and Stanislaw Kostecki
This paper presents a methodology of calculating the water transfer capacity of a dyke pumping station in flood wave conditions in order to improve its functioning, especially with regards to the safety of the areas being drained. The exemplary analysis ...
ver más
|
|
|
|
|
|
|
|
|
|
|
George Papaioannou, Andreas Efstratiadis, Lampros Vasiliades, Athanasios Loukas, Simon Michael Papalexiou, Antonios Koukouvinos, Ioannis Tsoukalas and Panayiotis Kossieris
An operational framework for flood risk assessment in ungauged urban areas is developed within the implementation of the EU Floods Directive in Greece, and demonstrated for Volos metropolitan area, central Greece, which is frequently affected by intense ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jianguang Xie, Chenghao Wu, Hua Li and Gengtian Chen
Grassed swales and permeable pavement that have greater permeable underlying surface relative to hard-pressing surface can cooperate with the city pipe network on participating in urban storm flood regulation. This paper took Nanshan village in Jiangsu P...
ver más
|
|
|
|
|
|
|
|
|
|
|
Matthias Jakob, Hamish Weatherly, Stephanie Bale, Ashley Perkins and Brent MacDonald
A destructive debris flood occurred between 19 and 21 June 2013 on Cougar Creek, located in Canmore, Alberta. Cougar Creek fan is likely the most densely developed alluvial fan in Canada. While no lives were lost, the event resulted in approximately $40 ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Juan Tomás García, Pablo Espín-Leal, Antonio Vigueras-Rodriguez, Luis G. Castillo, José M. Carrillo, Pedro D. Martínez-Solano and Simón Nevado-Santos
Storm water overflows have an important impact on the environment in many European countries. Nowadays, a better knowledge of combined sewer overflows (CSOs) pollution is required for implementing measures to reduce these emissions. In this work, polluti...
ver más
|
|
|
|
|
|