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Conceptual Model
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River flow forecasting through conceptual models part I --- A discussion of principles
River flow forecasting through conceptual models part I --- A discussion of principles,10.1016/0022-1694(70)90255-6,Journal of Hydrology,J. Nash,J SUT
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River flow forecasting through conceptual models part I --- A discussion of principles
(
Citations: 2632
)
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J. Nash
,
J SUTCLIFFE
Journal:
Journal of Hydrology - J HYDROL
, vol. 10, no. 3, pp. 282-290, 1970
DOI:
10.1016/0022-1694(70)90255-6
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Citation Context
(647)
...The efficiency criteria – the root mean square error (RMSE), the Bias (difference between observed and simulated values), and the Nash-Sutcliffe parameter (Ef) (Nash and Sutcliffe,
1970
) – for the main watersheds show reasonable values...
Thomas Condom
,
et al.
Simulating the implications of glaciers’ retreat for water management:...
...These comparisons were made by the graphical plots and the following statistical measures: Root Mean Squared Error (RMSE), Variance or Standard Deviation of model residuals, model efficiency (
E
Q
) proposed by Nash and Sutcliffe (
1970
), and Coefficient of Determination (R
2
), an indicator of the strength of the relationship between the observed and simulated values...
N. T. Lan-Anh
,
et al.
Integrated river flow modelling: A case study
...Three criteria were used to evaluate the suitability of the rainfall–runoff model for the basin of interest: the coefficient of efficiency (CE, Nash and Sutcliffe
1970
; Nayak
et al
...
Yu-Ji Li
,
et al.
Relating hydrograph components to rainfall and streamflow: a case stud...
...The objective function used in the optimisation is the Nash-Sutcliffe criterion (Nash and Sutcliffe
1970
): ...
Guido Petrucci
,
et al.
Rainwater harvesting to control stormwater runoff in suburban areas. A...
...To estimate the quality of the temperature model, the goodness of fit using the Nash–Sutcliffe coefficient NSC was used (
Nash and Sutcliffe 1970
) and the root mean squared error (RMSE) to show the quality of fit (see Table 2). An NSC equal to 1 represents a perfect fit...
Hagen Koch
,
et al.
Trends in water demand and water availability for power plants—scenari...
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Citations
(2632)
Simulating the implications of glaciers’ retreat for water management: a case study in the Rio Santa basin, Peru
(
Citations: 1
)
Thomas Condom
,
Marisa Escobar
,
David Purkey
,
Jean Christophe Pouget
,
Wilson Suarez
,
Cayo Ramos
,
James Apaestegui
,
Arnaldo Tacsi
,
Jesus Gomez
Journal:
Water International - WATER INT
, vol. 37, no. 4, pp. 442-459, 2012
Hydrological effects of the increased CO 2 and climate change in the Upper Mississippi River Basin using a modified SWAT
(
Citations: 1
)
Yiping Wu
,
Shuguang Liu
,
Omar I. Abdul-Aziz
Journal:
Climatic Change
, pp. 1-27, 2012
Integrated river flow modelling: A case study
N. T. Lan-Anh
,
J. Boxall
,
A. Saul
,
P. Willems
Journal:
Urban Water Journal - URBAN WATER J
, vol. ahead-of-p, no. ahead-of-p, pp. 1-18, 2012
Relating hydrograph components to rainfall and streamflow: a case study from northern Taiwan
Yu-Ji Li
,
Shin-jen Cheng
,
Tsang-Long Pao
,
Yi-jie Bi
Journal:
Hydrological Sciences Journal-journal Des Sciences Hydrologiques - HYDROLOG SCI J
, vol. ahead-of-p, no. ahead-of-p, pp. 1-17, 2012
Rainwater harvesting to control stormwater runoff in suburban areas. An experimental case-study
Guido Petrucci
,
José-Frédéric Deroubaix
,
Bernard de Gouvello
,
Jean-Claude Deutsch
,
Philippe Bompard
,
Bruno Tassin
Journal:
Urban Water Journal - URBAN WATER J
, vol. 9, no. 1, pp. 45-55, 2012