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Regional Dimensionless Rating Curves to Estimate Design Flows and Stages
Bankfull geometry Flow-frequency relationship Dimensionless rating curve Bankfull discharge Ungaged watersheds
2015/8/14
Dimensionless rating curves to estimate flows and stages of different return periods are investigated in this study for streams located in the Red River Basin of Minnesota and North Dakota, USA. Bankf...
Design flood hydrographs from the relationship between flood peak and volume
Design flood hydrographs relationship between flood peak volume
2010/12/22
Hydrological frequency analyses are usually focused on flood peaks. Flood volumes and durations have not been studied as extensively, although there are many practical situations, such as when designi...
Design flood hydrographs from the relationship between flood peak and volume
Design flood hydrographs relationship flood peak and volume
2010/12/22
Hydrological frequency analyses are usually focused on flood peaks. Flood volumes and durations have not been studied as extensively, although there are many practical situations, such as when designi...
Design of two-storey final settling tanks using mathematical models
Design two-storey final settling tanks mathematical models
2009/12/7
A mathematical model is applied to the design of two-storey final settling tanks. Computations show that the flow and suspended solids (SS) concentration fields for the upper and bottom tanks are simi...
Design and development of a planning support system for policy formulation in water resources rehabilitation:the case of Alcázar De San Juan District in Aquifer 23,La Mancha,Spain
planning support system policy formulation water resources rehabilitation
2009/12/4
To support policy formulation for rehabilitation of the natural environment in the Western Mancha region in Spain, a planning support system was developed and applied. The system is based on a framewo...
An Application of Kriging to Rainfall Network Design
Application Kriging Rainfall Network Design
2009/10/27
Universal kriging techniques based on the generalized covariances corresponding
to IRF-k theory, are applied to analyze the design of raingauging networks
in regions where the spatial mean is not co...
Proposed Swedish Spillway Design Guidelines Compared with Historical Flood Marks at Lake Siljan
Swedish Spillway Design Guidelines Historical Flood Marks Lake Siljan
2009/10/27
A comparison between the proposed Swedish spillway design floods and historic
flood marks made at lake Siljan in central Sweden, is shown. Frequency
analysis is performed incorporating pregauge info...
Proposed Swedish Spillway Design Floods in Relation to Observations and Frequency Analysis
Swedish Spillway Design Floods Observations Frequency Analysis
2009/10/27
Proposed guidelines for the computation of spillway design floods in Sweden
are described. The guidelines are based on the transformation of extreme
hydrological conditions to floods by use of conce...
The case of a dam for an irrigation reservoir is used as an example to illustrate
the different modes of failure of a water resources system. The types of failure
to which a dam can be subjected are...
Using the Rational Method for Design in Complex Urban Basins
Rational Method Design Complex Urban Basins
2009/10/23
Because of its simplicity the rational method is still frequently used in urban
planning and design. In this paper using the time-area method and statistically
derived design storms, the design peak...
Design Values for Precipitation and Floods from M5 Values
Design Values Precipitation and Floods M5 Values
2009/10/23
The M5 method, originally proposed by the Natural Resource Council in UK, is used for estimating precipitation in Iceland. In this method the M5 (24-hour precipitation with 5-year return period) is us...