Adviser: Jui-Sheng Chen Presenter : Chong-Siang Liao Date : 2010/10/07 1.

Slides:



Advertisements
Similar presentations
Approximate Analytical/Numerical Solutions to the Groundwater Transport Problem CWR 6536 Stochastic Subsurface Hydrology.
Advertisements

學生 : 梁書嚴 指導教授 : 陳瑞昇 2010/12/30 1 Environmental Modelling & Software 24 (2009) 115–123.
Numerical simulations of oil contaminant transport in sandy coastal aquifers Presenter : Yi-Ming Wei Adviser : Chuen-Fa Ni Date : 2011/04/21.
Advanced Hydrogeology Malcolm Reeves Civil and Geological Engineering.
TRACER INVESTIGATION OF GROUND WATER DIRECTION AND FLOW VELOCITY IN THE FIELD OF DRAINAGE SYSTEM INTERACTION Wojciech Sołtyk, Andrzej Dobrowolski, Robert.
Jang Cheng-Shing and Cheng-Wuing Liu, Hydrol. Process. 18, (2004) Adviser : Jui-Sheng Chen and Cheng-Shing Jang Presenter : Wei-Jie Wang 1.
Numerical Simulation of Dispersion of Density Dependent Transport in Heterogeneous Stochastic Media MSc.Nooshin Bahar Supervisor: Prof. Manfred Koch.
Numerical Simulations of Multi-Species Contaminant Transport in Variably Saturated Aquifers in Coastal Areas Presenter : Yi-Ming Wei Adviser : Chuen-Fa.
2008/12/161 Computer Applications in Eng. Mathematics Reporter : Jian-Feng Wu Advisor : Jeng-Tzong Chen Date : December 16, 2008 Coulomb friction.
Numbers
Modelling of pollution dispersion in natural stream during dry period Yvetta Velísková Institute of Hydrology SAS, Racianska 75, Bratislava, Slovakia.
Interdisciplinary Modeling of Aquatic Ecosystems Curriculum Development Workshop July 18, 2005 Groundwater Flow and Transport Modeling Greg Pohll Division.
1 Adaptive error estimation of the Trefftz method for solving the Cauchy problem Presenter: C.-T. Chen Co-author: K.-H. Chen, J.-F. Lee & J.-T. Chen BEM/MRM.
Geometry of Gradient Ricci Solitons at Infinity Sun-Chin Chu Department of Mathematics Chung Cheng University.
Status report on Step1 of Task A, DECOVALEX-2011 modeling for Ventilation Experiment –modeling for Ventilation Experiment By Xiaoyan Liu, Chengyuan Zhang.
DETAILED TURBULENCE CALCULATIONS FOR OPEN CHANNEL FLOW
ELCT564 Spring /2/20151ELCT564 Chapter 4: Microwave Network Analysis.
A phase field model for binary fluid-surfactant system
Wave propagation through arrays of unevenly spaced vertical piles Adviser : Jeng-Tzong Chen Date: February 06, 2009 Place: HR2 307 Reporter : Yi-Jhou Lin.
Lecture 23 Second order system step response Governing equation Mathematical expression for step response Estimating step response directly from differential.
Direct and iterative sparse linear solvers applied to groundwater flow simulations Matrix Analysis and Applications October 2007.
1 Study of Pressure Front Propagation in a Reservoir from a Producing Well by Hsieh, B.Z., Chilingar, G.V., Lin, Z.S. May 4, 2007.
BsysE595 Lecture Basic modeling approaches for engineering systems – Summary and Review Shulin Chen January 10, 2013.
Statistical Tools for Solar Resource Forecasting Vivek Vijay IIT Jodhpur Date: 16/12/2013.
Physics Lab: Measurement of an Electromagnetic Field An iron bar wrapped with conducting wire is called an iron core solenoid. When electric current flows.
Naples, Florida, June Tidal Effects on Transient Dispersion of Simulated Contaminant Concentrations in Coastal Aquifers Ivana La Licata Christian.
Optimization Of a Viscous Flow Between Parallel Plates Based On The Minimization Of Entropy Generation Presentation By Saeed Ghasemi.
The tube wave reflection from borehole fracture
19 Basics of Mass Transport
Question about Gradient descent Hung-yi Lee. Larger gradient, larger steps? Best step:
Soil Physics 2010 Outline Announcements Heitman’s comment: “I like your slides. I can almost picture the confused looks.” Back to solute movement.
Curve Fitting Pertemuan 10 Matakuliah: S0262-Analisis Numerik Tahun: 2010.
(Z&B) Steps in Transport Modeling Calibration step (calibrate flow & transport model) Adjust parameter values Design conceptual model Assess uncertainty.
Steady-State and Transient Models of Groundwater Flow and Advective Transport, Eastern Snake River Plain Aquifer, INL and Vicinity, Idaho Jason C. Fisher,
Stream Depletion Rate with Horizontal or Slanted wells in Confined Aquifers near a Stream 授課老師 : 陳文福 指導老師 : 馮正一 報告人 : 鄒佩蓉 1 探討水平井或傾斜井於河邊受壓含水層抽水之河川損耗率 (SDR)
Chitsan Lin, Sheng-Yu Chen Department of Marine Environmental Engineering, National Kaohsiung Marine University, Kaohsiung 81157, Taiwan / 05 / 25.
Notes 6.5, Date__________ (Substitution). To solve using Substitution: 1.Solve one equation for one variable (choose the variable with a coefficient of.
Math 6399 Lecture Notes: How to generate an integrable hierarchy from a spectral problem Dr. Zhijun Qiao Department of Mathematics.
X = 2 + t y = t t = x – 2 t = (y + 3)/2 x – 2 = y x – 4 = y + 3 y – 2x + 7 = 0 Finding the Cartesian Equation from a vector equation x = 2.
Formulations of Longitudinal Dispersion Coefficient A Review:
10-1 人生与责任 淮安工业园区实验学校 连芳芳 “ 自我介绍 ” “ 自我介绍 ” 儿童时期的我.
GROUND WATER CONTAMINATION SUMMARY
Photovoltaic collector simulation
Project Modeling ORP-Ph
Experimental evidences on the scaling behavior of a sandy porous media
WHAT CONTROLS BAR MIGRATION IN TIDAL CHANNELS?
Yahoo Mail Customer Support Number
Most Effective Techniques to Park your Manual Transmission Car
How do Power Car Windows Ensure Occupants Safety
Vector Calculus (Chapter 13)
مراقبت خانواده محور در NICU
Modeling Natural Attenuation with GROUNDWATER SERVICES, INC.
Week 5 Solve the equation 1 8 2
دانشگاه شهیدرجایی تهران
تعهدات مشتری در کنوانسیون بیع بین المللی
Wednesday Week 2 Lecture
Hydraulics of Wetlands: Monitoring and Modeling Emily Spargo
Equation Review Given in class 10/4/13.
Transport Modeling in Groundwater
THANK YOU!.
بسمه تعالی کارگاه ارزشیابی پیشرفت تحصیلی
قوانين برگزاري مناقصات و آيين نامه مالي و معاملاتي دانشگاه علوم پزشكي و خدمات بهداشتي ،درماني تهران
Lecture 23 Second order system step response
Thank you.
Thank you.
P. N. Dwivedi, S.N.Tiwari, Dr. A. Bhattacharya,
Equation Review.
Transport Modeling in Groundwater
Thing / Person:____________________ Dates:_________________
Presentation transcript:

Adviser: Jui-Sheng Chen Presenter : Chong-Siang Liao Date : 2010/10/07 1

Outline Tracer test Longitudinal dispersivity (αL) and Transverse dispersivity (αT) Dipole flow Methodology-FEMWATER Future work

Tracer test (A)(B)(C)(D) (A)test performed in the field to generate (B) breakthrough curve which is used in conjunction with a appropriate mathematical model (C)a parameter estimation scheme to yield (D)transport parameter of interest

Tracer test:  Natural gradient tracer test  Forced gradient tracer test 抽水及濃 度觀測井 Q 追蹤劑 注入井

Transverse dispersivity Longitudinal dispersivity Ground-water flow αL & αT

Methodology-FEMWATER Flow equation: 7

Future work Confirmation flow field. Consider anisotropy ratio. coefficient calibration.

Thanks for your attention