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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
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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...
Regional Dimensionless Rating Curves to Estimate Design Flows and Stages
Bankfull geometry Flow-frequency relationship
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2015/1/8
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
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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
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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...
A stochastic design rainfall generator based on copulas and mass curves
rainfall generator copulas mass curves
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2010/12/22
The use of design storms can be very useful in many hydrological and hydraulic practices. In this study, the concept of a copula-based secondary return period in combination with the concept of mass c...
A hydroinformatician's approach to computational innovation and the design of genetic algorithms
hydroinformatician's approach computational innovation genetic algorithms
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2009/12/7
The paper discusses how a computational hydralician got involved in the design, implementation, and application of genetic algorithms - search procedures based on the mechanics of natural selection an...
Design of two-storey final settling tanks using mathematical models
Design two-storey final settling tanks mathematical models
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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...
Calculation of time of concentration for hydrologic design and analysis using geographic information system vector objects
time of concentration hydrologic design geographic information system vector objects
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2009/12/4
Synthetic unit hydrographs are commonly used to estimate runoff from rainfall events in a hydrologic analysis. A key parameter required as part of any hydrologic analysis using a synthetic unit hydrog...
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
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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...
Optimal sampling in a noisy genetic algorithm for risk-based remediation design
Optimal sampling noisy genetic algorithm risk-based remediation design
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2009/12/4
A groundwater management model has been developed that predicts human health risks and uses a noisy genetic algorithm to identify promising risk-based corrective action (RBCA) designs. Noisy genetic a...
Optimal design of storm water inlets for highway drainage
Optimal design storm water inlets highway drainage
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2009/12/4
A new methodology and computational model are developed for direct evaluation of an optimal storm water inlet design. The optimal design is defined as the least-cost combination of inlet types, sizes ...
A methodology for the design of quasi-optimal monitoring networks for lakes and reservoirs
methodology design quasi-optimal monitoring networks lakes reservoirs
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2009/12/4
A methodology for designing data colection networks in lakes and reservoirs is presented. The methodology is supported on numerical models, geostatistics and evolutionary strategies. The authors defin...
An Application of Kriging to Rainfall Network Design
Application Kriging Rainfall Network Design
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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
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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
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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...