Refinements to the Efdc Model for Predicting the Hydro-

نویسنده

  • ROGER A. FALCONER
چکیده

10 This paper presents an investigation of the impacts of a Severn Barrage on the hydro-environment of 11 the Bristol Channel and Severn Estuary using the Environmental Fluid Dynamics Code (EFDC) model 12 with a recently developed Barrage module (EFDC_B). Details are given of a barrage module being 13 implemented into the EFDC model to represent the various hydraulic structures, such as turbines and 14 sluice gates, as deployed along the barrage line. Several cases, both with and without the barrage, have 15 been simulated to investigate the potential changes on the peak water levels, minimum water depths 16 and peak tidal currents arising from a barrage. The impacts of a barrage on the salinity concentration 17 distribution have also been simulated in both 2D and 3D modes. The predicted results showed that the 18 maximum water levels could be significantly reduced, especially downstream of the barrage and for 19 much of the region in the Severn Estuary and that the minimum water depths would be changed so 20 much that there would be 80.5 km 2 loss of intertidal habitats due to the sitting of a barrage across the 21 estuary. Likewise, the peak tidal currents would be considerably reduced, and by as much as a half in 22 the middle of the main channel. The predicted salinity concentrations results indicated that at high 23 water, the salinity concentrations would be reduced by 1-2 ppt downstream and upstream of the barrage 24 and salinity concentrations in the region near Beachley would be reduced by up to 5 ppt, and that at low 25 water, salinity concentrations would be reduced by 0.5 – 1 ppt in the middle of the Bristol Channel and 26 by typically 0.5 ppt and 1 ppt downstream and upstream of the barrage, respectively. The predicted 27 results also indicated that salinity concentrations downstream and upstream of the barrage would be 28 under a stable state with slight oscillations all the time due to the effects of the barrage. A comparison 29 between the salinity concentration distributions predicted by the 2D and 3D models indicated that the 30

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Impact of representation of hydraulic structures in modelling a Severn barrage

In this study, enhancements to the numerical representation of sluice gates and turbines were made to the hydro-environmental model Environmental Fluid Dynamics Code (EFDC), and applied to the Severn Tidal Power Group Cardiff–Weston Barrage. The extended domain of the EFDC Continental Shelf Model (CSM) allows far-field hydrodynamic impact assessment of the Severn Barrage, preand post-enhancemen...

متن کامل

Dynamic Modeling and Identification of The Hydro Turbine Using Field Test Data (Case Study: Abbaspour Power Plant)

In order to study the stability and fast dynamic of the power grid, modeling and identification of hydropower plant systems such as turbine, governor and excitation is required. Turbine is a mechanical device and usually identified through field tests. In this paper, the identification of the unit 8 of Abbaspour power plant is conducted. The linear and nonlinear model of the Francis turbine are...

متن کامل

Investigating the effect of time scale variations of hydro climate parameters on the accuracy of LARS-WG6 climate change model

In this research, in order to investigate the effect of short and long term observational data on the quality of predicting climate parameters, the LARS-WG6 statistical downscaling model is performed for EC-EARTH model and the optimistic scenario RCP4.5 and the pessimistic scenario RCP8.5. Also the HadGEM2-ES model with the optimistic scenario RCP2.6 and the moderate scenario RCP4.5 and the opt...

متن کامل

Comparison of Two Hydrodynamic Models of Weeks Bay, Alabama

This paper presents a comparison of two hydrodynamic models of the Weeks Bay sub-estuary (Alabama, USA). One model was developed using the Environmental Fluid Dynamic Code (EFDC). The resulting model was compared to an existing hydrodynamic model (of the same water body) that was developed using the Adaptive Hydraulic modeling system (ADH). Comparisons were performed in terms of predicted water...

متن کامل

Simulation of Design Flood Hydrographs in Aydooghmush Basin with HEC-HMS Model

Hydrological models for evaluating and predicting the amount of available water in basins, flood frequency analysis, and developing strategies to deal with destructive floods are expanding daily. In this study, HEC-GeoHMS and Arc Hydro extensions in ArcGIS software and the HEC-HMS model were used to simulate design flood hydrographs in the Aydooghmush basin in the northwest of Iran. SCS-CN, SCS...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2013