Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Assessment of dewatering / depressurization requirements for the Çeltikci Coal Basin, Ankara - Turkey
Download
index.pdf
Date
2019
Author
Peksezer Sayıt, Ayş
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
285
views
300
downloads
Cite This
The dewatering requirements and their anticipated impacts on groundwater resources were evaluated for both open pit and a representative longwall panel using a 3D numerical groundwater flow model developed by FEFlow software. Eleven years of mining in the open pit was simulated by hydraulic head boundary conditions, whereas the modulation functions were used to de-/activate boundary conditions according to mine advance. The simulation results indicate that average groundwater inflow rate to the open pit is 79 L/s excluding the effects of direct rainfall and surface water flow from the benches. The impact of 11 years of mining in the area is evaluated in terms of (i) timewise change of baseflow component of Kirmir stream, and (ii) areal distribution of cone of depression. The longwall mine simulations, on the other hand, were conducted for a representative panel, where modulation functions are used to simulate the mine advance and time varying material properties are utilized in the simulation of changes in hydraulic parameters. Six different simulations were conducted where the complexity in the system that will result from longwall mining was increased progressively. The average groundwater inflow to the panel ranges from 261 L/s to 444 L/s based on the simulation results. The impacts of longwall mining are assessed in terms of (i) simulated water table profile at the end of mining, (ii) areal distribution of the cone of depression and (iii) timewise change of simulated hydraulic head values at the monitoring wells in the vicinity of the panel.
Subject Keywords
Longwall mining.
,
Keywords: Open Pit
,
Longwall Mining
,
FEFlow
,
Numerical Modeling
,
Impact Assessment.
URI
http://etd.lib.metu.edu.tr/upload/12624700/index.pdf
https://hdl.handle.net/11511/45139
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Assessment of Dewatering Requirements and their Anticipated Effects on Groundwater Resources: A Case Study from the Caldag Nickel Mine, Western Turkey
Peksezer-Sayit, Ayse; Cankara-Kadioglu, Cigdem; Yazıcıgil, Hasan (2015-06-01)
Dewatering requirements of three open pits located in western Turkey and the impact of dewatering on groundwater resources were evaluated using a three-dimensional numerical groundwater flow model. The groundwater was modeled using MODFLOW software and the dewatering was simulated using the MODFLOW Drain Package. The drain cell configurations were determined by pit boundaries; invert elevations of drains corresponded to the bench elevations in the mining schedule, which varied dynamically among the three pi...
Investigation of the groundwater modelling component of the Integrated Water Flow Model (IWFM)
Ercan, Ali; Dogrul, Emin C.; Kadir, Tariq N. (2016-01-01)
The Integrated Water Flow Model (IWFM), developed by the California Department of Water Resources, is an integrated hydrological model that simulates key flow processes including groundwater flows, streamflow, stream-aquifer interactions, rainfall-runoff and infiltration. It also simulates the agricultural water demand as a function of soil, crop and climatic characteristics, as well as irrigation practices, and allows the user to meet these demands through pumping and stream diversions. This study investig...
ASSESSING RISK OF GROUNDWATER POLLUTION FROM LAND-DISPOSED WASTES
Ünlü, Kahraman (1994-11-01)
A stochastic modeling approach for the migration of contaminants in soil and ground-water is developed to assess the expected magnitude of contamination at receptors located downgradient from a waste pit. The model evaluates uncertainties in contaminant concentrations due to uncertainties in waste composition and hydrogeologic properties of waste sites, and determines the exceedance probabilities of a specified concentration level at receptor points using Monte Carlo (MC), first order (FO), and point-estima...
Assessment of overtopping reliability and benefits of a flood detention dam
Yanmaz, Ali Melih (Canadian Science Publishing, 2008-10-01)
There is a growing tendency to assess safety levels of existing dams and to design new dams using probabilistic approaches according to project characteristics and site-specific conditions. This study is a probabilistic assessment of the overtopping reliability of a dam, which will be designed for flood detention purpose, and will compute the benefits that can be gained as a result of the implementation of this dam. In a case study, a bivariate flood frequency analysis was carried out using a five-parameter...
Analysis and Control of Complex Flows in U-Bends using Computational Fluid Dynamics
Guden, Yigitcan; Yavuz, Mehmet Metin (2014-08-07)
Analysis and control of flow structure in U-bends are crucial since U-bends are used in many different engineering applications. As a flow parameter in U-bends, the ratio of inertial and centrifugal forces to viscous forces is called as Dean number. The increase of Dean number destabilizes the flow and leads to a three-dimensional flow consisting of stream wise parallel counter-rotating vortices (Dean vortices) stacked along the curved wall. Due to the curvature in U-bends, the flow development involves com...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
A. Peksezer Sayıt, “Assessment of dewatering / depressurization requirements for the Çeltikci Coal Basin, Ankara - Turkey,” Thesis (Ph.D.) -- Graduate School of Natural and Applied Sciences. Geological Engineering., Middle East Technical University, 2019.