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
A STUDY ON OPTIMUM LAYOUT DESIGN OF PIEZOMETERS IN EARTH-FILL DAMS
Download
Salih GÖKMEN - 07.2021.pdf
Date
2021-7
Author
Gökmen, Salih
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
954
views
865
downloads
Cite This
Excessive pore water pressure is one of the causes of failure in earth-fill dams. Therefore, distribution of pore water pressure within the dam body must be observed throughout the lifetime of the structure. The observation can be performed by means of an instrumentation system installed within the embankment. The system consists of sensors placed at specific loations. There are no standard guidelines to assign required number of the sensors and their proper locations within the body. Currently, instrumentation systems are always designed by only experiences, arbitrary desires or overrated approaches to be on the safe side. These procedures may cause unnecessarily high costs and questionable information about the structural behaviour. In this study, behaviour of the pore water pressure distribution under steady state, rapid fill, and rapid drawdown conditions is examined by analyzing various earth-fill dam cross-sections with different parameters. According to the results, best locations and number of the piezometers are determined to establish an ideal piezometer layout within the dam body. This layout is proposed to be the most economical and realistic design of monitoring system which provides appropriate information about number and locations of the sensors.
Subject Keywords
Earth-fill dams
,
seepage analysis
,
pore water pressure
,
piezometer
,
optimum placement
URI
https://hdl.handle.net/11511/91511
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Effect of drainage properties on seepage behavior of earth fill dams
Çalamak, Melih; Yanmaz, Ali Melih (2016-09-23)
Earth-fill dams should be designed in such a way that excessive pore water pressures and seepage are controlled for attaining the desired safety level. This type of dams can be supplemented by some drainage facilities, such as blanket and chimney drains, which are commonly composed of graded soils. The key issue in designing a drainage facility is to promote the effectiveness of the system in reducing the pore water pressures and the seepage quantity. The performance of the drainage facility is based on its...
An experimental study of silicate-polymer gel systems to seal shallow water flow and lost circulation zones in top hole drilling
Ay, Ahmet; Gucuyener, Ismail Hakki; Kök, Mustafa Verşan (2014-10-01)
Shallow water and lost circulation are frequently encountered problems during drilling top holes of oil and gas wells. Plenty of methods have been applied to overcome these problems. Among these methods, silicate based gels are one of the oldest. For this study, Sodium-Silicate based gel system is investigated experimentally and several aspects of the system are improved for efficient field applications. This improved gel system is deliberately delayed, multi-component system to be mixed as a uniform liquid...
Development of water quality management strategies for the proposed Isikli reservoir
Gunduz, O; Soyupak, S; Yurteri, C (1998-01-01)
A two-dimensional laterally averaged hydrodynamic and water quality model (CE-QUAL-WS) is used to simulate the water quality behavior in the proposed Isikli Reservoir of the Ankara Water Supply System to determine appropriate strategies for the management of water quality.
Investigating the applicability of water sensitive urban design techniques for Güzelyurt, Northern Cyprus
Elham, Jahani; Akıntuğ, Bertuğ; Sustainable Environment and Energy Systems (2017-2)
Water Sensitive Urban Design (WSUD) is a method used to mitigate the negative effect of urbanization on the water cycle. Due to a high percentage of impervious surfaces in urban area and reduction in the share of infiltration and evaporation, a considerable amount of rainfall is converted to runoff. This increase in runoff portion in urban areas causes serious problems for public and private properties. Moreover, the impact of climate change on more intensive rainfall events would cause serious problems tha...
Cyclic response of saturated silts
Saglam, Selman; Bakır, Bahadır Sadık (Elsevier BV, 2014-06-01)
Softening and strength loss of sands with increasing excess pore water pressure under repeated loads is well-known. However, extensive damage to the built environment also occurs at the sites underlain by fine grained soils during seismic shaking. The primary objective of this study is to investigate the factors affecting cyclic behavior of saturated low-plastic silt through laboratory testing. For this purpose, an extensive laboratory testing program including conventional monotonic and cyclic triaxial tes...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Gökmen, “A STUDY ON OPTIMUM LAYOUT DESIGN OF PIEZOMETERS IN EARTH-FILL DAMS,” M.S. - Master of Science, Middle East Technical University, 2021.