THE CONNECTICUT WATERSHED MODEL – MODEL DEVELOPMENT, CALIBRATION, and VALIDATION

2002 ◽  
Vol 2002 (2) ◽  
pp. 583-604 ◽  
Author(s):  
J. T. Love ◽  
A. S. Donigian
Chemosphere ◽  
2004 ◽  
Vol 55 (7) ◽  
pp. 1067-1080 ◽  
Author(s):  
Lansana Coulibaly ◽  
Mohamed E. Labib ◽  
Robert Hazen

2021 ◽  
Vol 98 ◽  
pp. 102978
Author(s):  
Chiara Fiori ◽  
Marcello Montanino ◽  
Sune Nielsen ◽  
Marcin Seredynski ◽  
Francesco Viti

2021 ◽  
Author(s):  
Daniel D. Hamill ◽  
Jeremy J. Giovando ◽  
Chandler S. Engel ◽  
Travis A. Dahl ◽  
Michael D. Bartles

The ability to simulate snow accumulation and melting processes is fundamental to developing real-time hydrological models in watersheds with a snowmelt-dominated flow regime. A primary source of uncertainty with this model development approach is the subjectivity related to which historical periods to use and how to combine parameters from multiple calibration events. The Hydrologic Engineering Center, Hydrological Modeling System, has recently implemented a hybrid temperature index (TI) snow module that has not been extensively tested. This study evaluates a radiatative temperature index (RTI) model’s performance relative to the traditional air TI model. The TI model for Willow Creek performed reasonably well in both the calibration and validation years. The results of the RTI calibration and validation simulations resulted in additional questions related to how best to parameterize this snow model. An RTI parameter sensitivity analysis indicates that the choice of calibration years will have a substantial impact on the parameters and thus the streamflow results. Based on the analysis completed in this study, further refinement and verification of the RTI model calculations are required before an objective comparison with the TI model can be completed.


2021 ◽  
Vol 920 (1) ◽  
pp. 012031
Author(s):  
M Z S Armain ◽  
Z Hassan’ ◽  
M A Z Mohd Remy Rozainy ◽  
A N Kamarudzaman

Abstract Hydraulic simulation models are critical tools for analysing the hydraulic properties of a river’s system flow. The work focuses on the simulation of a river flow in a Kelantan basin using the one-dimensional (1D) Hydrologic Engineering Center - River Analysis System (HECRAS). In the present study, cross-sections from survey data were utilised into the RAS Mapper provided in HEC-RAS 5.0 to simulate the river flow in the region. This study highlights the modelling methodology with a focus on data collection and its importance during the calibration and validation process. The model was used to discover the expected peak flood levels based on historical flood events. Simulated flows were utilised to examine the potential of the model during the model development procedure. The simulation outcomes reveal that the simulated flows are in excellent agreement during the model development as the obtained R2 value was between 0.95 to 1.0 during both model calibration and validation. This demonstrates the applicability of the HEC-RAS 1D model in simulating precise river flow, especially for flood events.


2015 ◽  
Vol 29 (26) ◽  
pp. 5307-5320 ◽  
Author(s):  
Prasad Daggupati ◽  
Haw Yen ◽  
Michael J. White ◽  
Raghavan Srinivasan ◽  
Jeffrey G. Arnold ◽  
...  

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