Development and performance evaluation of SCS-CN based hybrid model

In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN...

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Published inWater science and technology Vol. 85; no. 9; pp. 2479 - 2502
Main Authors Upreti, Pankaj, Ojha, C S P
Format Journal Article
LanguageEnglish
Published England IWA Publishing 01.05.2022
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Abstract In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN model and a new outcome-based hybrid model (M ) was formulated. A total of 78 watersheds (7817 events) were used for calibration and the remaining 36 watersheds (3967 events) for validation to develop this hybrid model. The numerical value of hybrid model parameters L , λ and S were calibrated using calibration dataset and a simple non-linear one-parameter model has been developed. The performance of the Ajmal (M ) and hybrid model (M ) was compared with the original SCS-CN method (λ = 0.2 as M and λ = 0.05 as M ). The performance of models was compared by using four statistical error indices i.e. RMSE, NSE, PBIAS, and n(t) and applying ranking and grading system (RGS). The mean RMSE, NSE, PBIAS, and n(t) values were found superior for M (5.60 mm, 0.71, 6.97%, 1.15) model followed by M (5.98 mm, 0.65, 16.52%, 1.01), M (6.27 mm, 0.61, 20%, 0.90) and M (6.98 mm, 0.46, 24.2%, 0.72) model for tested watersheds. The hybrid model (M ) exhibited consistently well performance for all size watersheds. On the basis of the agreement between watershed runoff coefficient (C) and calibrated model parameter (L or CN), R value was found relatively higher for hybrid model (M ) than other models.
AbstractList Abstract In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN model and a new outcome-based hybrid model (Miv) was formulated. A total of 78 watersheds (7817 events) were used for calibration and the remaining 36 watersheds (3967 events) for validation to develop this hybrid model. The numerical value of hybrid model parameters Lc, λ and S were calibrated using calibration dataset and a simple non-linear one-parameter model has been developed. The performance of the Ajmal (Miii) and hybrid model (Miv) was compared with the original SCS-CN method (λ = 0.2 as Mi and λ = 0.05 as Mii). The performance of models was compared by using four statistical error indices i.e. RMSE, NSE, PBIAS, and n(t) and applying ranking and grading system (RGS). The mean RMSE, NSE, PBIAS, and n(t) values were found superior for Miv (5.60 mm, 0.71, 6.97%, 1.15) model followed by Miii (5.98 mm, 0.65, 16.52%, 1.01), Mii (6.27 mm, 0.61, 20%, 0.90) and Mi (6.98 mm, 0.46, 24.2%, 0.72) model for tested watersheds. The hybrid model (Miv) exhibited consistently well performance for all size watersheds. On the basis of the agreement between watershed runoff coefficient (C) and calibrated model parameter (Lc or CN), R2 value was found relatively higher for hybrid model (Miv) than other models.
In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN model and a new outcome-based hybrid model (Miv) was formulated. A total of 78 watersheds (7817 events) were used for calibration and the remaining 36 watersheds (3967 events) for validation to develop this hybrid model. The numerical value of hybrid model parameters Lc, λ and S were calibrated using calibration dataset and a simple non-linear one-parameter model has been developed. The performance of the Ajmal (Miii) and hybrid model (Miv) was compared with the original SCS-CN method (λ = 0.2 as Mi and λ = 0.05 as Mii). The performance of models was compared by using four statistical error indices i.e. RMSE, NSE, PBIAS, and n(t) and applying ranking and grading system (RGS). The mean RMSE, NSE, PBIAS, and n(t) values were found superior for Miv (5.60 mm, 0.71, 6.97%, 1.15) model followed by Miii (5.98 mm, 0.65, 16.52%, 1.01), Mii (6.27 mm, 0.61, 20%, 0.90) and Mi (6.98 mm, 0.46, 24.2%, 0.72) model for tested watersheds. The hybrid model (Miv) exhibited consistently well performance for all size watersheds. On the basis of the agreement between watershed runoff coefficient (C) and calibrated model parameter (Lc or CN), R2 value was found relatively higher for hybrid model (Miv) than other models. HIGHLIGHTS The Ajmal model, which was tested on South Korean watersheds, has been investigated in a large set of US watersheds having different sizes.; The Ajmal model has been given the conceptual framework of SCS-CN model by merging both Ajmal and SCS-CN models and a hybrid model having three parameters (Lc, λ and S) has been evolved.; The three-parameter model was calibrated and a simplified version of the one-parameter hybrid model has been developed.; The performance of the hybrid model was found superior than other models.;
In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN model and a new outcome-based hybrid model (M ) was formulated. A total of 78 watersheds (7817 events) were used for calibration and the remaining 36 watersheds (3967 events) for validation to develop this hybrid model. The numerical value of hybrid model parameters L , λ and S were calibrated using calibration dataset and a simple non-linear one-parameter model has been developed. The performance of the Ajmal (M ) and hybrid model (M ) was compared with the original SCS-CN method (λ = 0.2 as M and λ = 0.05 as M ). The performance of models was compared by using four statistical error indices i.e. RMSE, NSE, PBIAS, and n(t) and applying ranking and grading system (RGS). The mean RMSE, NSE, PBIAS, and n(t) values were found superior for M (5.60 mm, 0.71, 6.97%, 1.15) model followed by M (5.98 mm, 0.65, 16.52%, 1.01), M (6.27 mm, 0.61, 20%, 0.90) and M (6.98 mm, 0.46, 24.2%, 0.72) model for tested watersheds. The hybrid model (M ) exhibited consistently well performance for all size watersheds. On the basis of the agreement between watershed runoff coefficient (C) and calibrated model parameter (L or CN), R value was found relatively higher for hybrid model (M ) than other models.
In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after randomized configuration) that ignored initial abstraction and maximum potential retention has been given the conceptual framework of the SCS-CN model and a new outcome-based hybrid model (Miv) was formulated. A total of 78 watersheds (7817 events) were used for calibration and the remaining 36 watersheds (3967 events) for validation to develop this hybrid model. The numerical value of hybrid model parameters Lc, λ and S were calibrated using calibration dataset and a simple non-linear one-parameter model has been developed. The performance of the Ajmal (Miii) and hybrid model (Miv) was compared with the original SCS-CN method (λ = 0.2 as Mi and λ = 0.05 as Mii). The performance of models was compared by using four statistical error indices i.e. RMSE, NSE, PBIAS, and n(t) and applying ranking and grading system (RGS). The mean RMSE, NSE, PBIAS, and n(t) values were found superior for Miv (5.60 mm, 0.71, 6.97%, 1.15) model followed by Miii (5.98 mm, 0.65, 16.52%, 1.01), Mii (6.27 mm, 0.61, 20%, 0.90) and Mi (6.98 mm, 0.46, 24.2%, 0.72) model for tested watersheds. The hybrid model (Miv) exhibited consistently well performance for all size watersheds. On the basis of the agreement between watershed runoff coefficient (C) and calibrated model parameter (Lc or CN), R2 value was found relatively higher for hybrid model (Miv) than other models.
Author Upreti, Pankaj
Ojha, C S P
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  organization: Department of Civil Engineering, Indian Institute of Technology, Roorkee 247667, India E-mail: pankaj_upretiiac@yahoo.com, pankaj.upreticot@gmail.com; Department of Agricultural Engineering, GMV Rampur Maniharan, Saharanpur 247451, India
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CitedBy_id crossref_primary_10_1016_j_jhydrol_2022_129049
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Snippet In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed after...
Abstract In this study, a hybrid approach has been used to increase the predictive efficiency of the SCS-CN model. A recently proposed Ajmal model (developed...
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StartPage 2479
SubjectTerms Calibration
curve number
Datasets
event-based rainfall-runoff model
hybrid model
Hydrology
Mathematical models
optimization
Parameter identification
Parameters
Performance evaluation
Rain
Retention
Root-mean-square errors
Runoff
Runoff coefficient
scs-cn method
Statistical analysis
Storms
us watersheds
Variables
Water conservation
Watersheds
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Title Development and performance evaluation of SCS-CN based hybrid model
URI https://www.ncbi.nlm.nih.gov/pubmed/35576249
https://www.proquest.com/docview/2891740747
https://search.proquest.com/docview/2665109204
https://doaj.org/article/d630c6922d4f47209f919c526423baec
Volume 85
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