An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development

Hydrodynamic models are widely used in simulating water dynamics in riverine and estuarine systems. A reasonably realistic representation of the geometry (e.g., channel length, junctions, cross-sections, etc.) of the study area is imperative for any successful hydrodynamic modeling application. Typi...

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Main Authors: Bradley Tom, Minxue He, Prabhjot Sandhu
Format: Article
Language:English
Published: MDPI AG 2023-11-01
Series:Hydrology
Subjects:
Online Access:https://www.mdpi.com/2306-5338/10/11/212
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author Bradley Tom
Minxue He
Prabhjot Sandhu
author_facet Bradley Tom
Minxue He
Prabhjot Sandhu
author_sort Bradley Tom
collection DOAJ
description Hydrodynamic models are widely used in simulating water dynamics in riverine and estuarine systems. A reasonably realistic representation of the geometry (e.g., channel length, junctions, cross-sections, etc.) of the study area is imperative for any successful hydrodynamic modeling application. Typically, hydrodynamic models do not digest these data directly but rely on pre-processing tools to convert the data to a readable format. This study presents a parsimonious open-source and user-friendly Java software tool, the Cross-Section Development Program (CSDP), that is developed by the authors to prepare geometric inputs for hydrodynamic models. The CSDP allows the user to select bathymetry data collected in different years by different agencies and create cross-sections and computational points in a channel automatically. This study further illustrates the application of this tool to the Delta Simulation Model II, which is the operational forecasting and planning hydrodynamic and water quality model developed for the Sacramento–San Joaquin Delta in California, United States. Model simulations on water levels and flow rates at key stations are evaluated against corresponding observations. The simulations mimic the patterns of the corresponding observations very well. The square of the correlation coefficient is generally over 0.95 during the calibration period and over 0.80 during the validation period. The absolute bias is generally less than 5% and 10% during the calibration and validation periods, respectively. The Kling–Gupta efficiency index is generally over 0.70 during both calibration and validation periods. The results illustrate that CSDP can be efficiently applied to generate geometric inputs for hydrodynamic models.
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spelling doaj.art-05e1b2bc66bf4c67a624d9b7655ba9ed2023-11-24T14:45:26ZengMDPI AGHydrology2306-53382023-11-01101121210.3390/hydrology10110212An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input DevelopmentBradley Tom0Minxue He1Prabhjot Sandhu2California Department of Water Resources, 1516 9th Street, Sacramento, CA 95814, USACalifornia Department of Water Resources, 1516 9th Street, Sacramento, CA 95814, USACalifornia Department of Water Resources, 1516 9th Street, Sacramento, CA 95814, USAHydrodynamic models are widely used in simulating water dynamics in riverine and estuarine systems. A reasonably realistic representation of the geometry (e.g., channel length, junctions, cross-sections, etc.) of the study area is imperative for any successful hydrodynamic modeling application. Typically, hydrodynamic models do not digest these data directly but rely on pre-processing tools to convert the data to a readable format. This study presents a parsimonious open-source and user-friendly Java software tool, the Cross-Section Development Program (CSDP), that is developed by the authors to prepare geometric inputs for hydrodynamic models. The CSDP allows the user to select bathymetry data collected in different years by different agencies and create cross-sections and computational points in a channel automatically. This study further illustrates the application of this tool to the Delta Simulation Model II, which is the operational forecasting and planning hydrodynamic and water quality model developed for the Sacramento–San Joaquin Delta in California, United States. Model simulations on water levels and flow rates at key stations are evaluated against corresponding observations. The simulations mimic the patterns of the corresponding observations very well. The square of the correlation coefficient is generally over 0.95 during the calibration period and over 0.80 during the validation period. The absolute bias is generally less than 5% and 10% during the calibration and validation periods, respectively. The Kling–Gupta efficiency index is generally over 0.70 during both calibration and validation periods. The results illustrate that CSDP can be efficiently applied to generate geometric inputs for hydrodynamic models.https://www.mdpi.com/2306-5338/10/11/212Cross-Section Development Programgeometric inputshydrodynamic modelSacramento–San Joaquin Delta
spellingShingle Bradley Tom
Minxue He
Prabhjot Sandhu
An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
Hydrology
Cross-Section Development Program
geometric inputs
hydrodynamic model
Sacramento–San Joaquin Delta
title An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
title_full An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
title_fullStr An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
title_full_unstemmed An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
title_short An Open-Source Cross-Section Tool for Hydrodynamic Model Geometric Input Development
title_sort open source cross section tool for hydrodynamic model geometric input development
topic Cross-Section Development Program
geometric inputs
hydrodynamic model
Sacramento–San Joaquin Delta
url https://www.mdpi.com/2306-5338/10/11/212
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