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
Analysis of spatio-temporal changes of precipitation to estimate R factor in RUSLE at Kartalkaya Dam
Download
index.pdf
Date
2018
Author
Taşkesen Öztürk, Gizem
Metadata
Show full item record
Item Usage Stats
248
views
132
downloads
Cite This
In recent years, soil erosion models have been developed all over the world. The most common model, RUSLE requires a lot of detailed information and extensive laboratory studies. One of the RUSLE parameter, rainfall factor, is identified as the erosivity factor of precipitation. This parameter depends on duration, intensity and frequency of rainfall events. The difficulty in calculating rainfall factor is the lack of minute-based precipitation data in many parts of Turkey. The aim of this study is to calculate R factor based on available precipitation data and determine the sensitivity of the R parameter using different methods with GIS tools in Kartalkaya Dam catchment. Firstly, the relationship between precipitation and physiogeographic parameters of study area is examined and stations are classified based on their location and the main factors cause precipitation. Then, RUSLE rainfall factor is calculated by using minute based data. To estimate rainfall factor based on monthly and annual rainfall data, Modified Fournier Index (MFI) is calculated. The relationship between MFI and R values show that there is a strength correlation between these two parameters with a coefficient determination (R2) value of 0.78. It vi has been estimated that compare to mean annual precipitation and rainfall factor relationship (R2=0.64), MFI calculation significantly improve R-factor estimation. Rainfall erosivity maps are constructed with calculated R and MFI values and also based on their relation. Due to low number of stations and complexity of environmental features, physio-geographic parameters of study area are also utilized as secondary information in an effort to improve interpolation of rainfall factor. The results show that using elevation as the secondary information significantly improves the estimations over IDW interpolations.
Subject Keywords
Dams.
,
Soil erosion.
,
Rainfall probabilities.
URI
http://etd.lib.metu.edu.tr/upload/12622185/index.pdf
https://hdl.handle.net/11511/27356
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
A new approach to estimate cover-management factor of RUSLE and validation of RUSLE model in the watershed of Kartalkaya Dam
TANYAS, Hakan; Kolat, Çağıl; Süzen, Mehmet Lütfi (2015-09-01)
RUSLE is one of the most widely used soil erosion model worldwide. However, some of the input parameters of RUSLE may require extensive field and laboratory studies, and therefore in most of the cases these parameters are estimated according to some alternative approaches. In this context, cover-management factor (C) has significant importance since it is the most influential factor due to its effect on result, besides; there are some doubts about the alternative approaches which are used to estimate the C ...
A Study on optimum layout of drainage gallery for concrete dams
Daghestani, Tameem; Yanmaz, Ali Melih; Çalamak, Melih; Department of Civil Engineering (2018)
Dams are generally massive structures retaining a large amount of water. Any failure could lead to a disaster. Therefore, keeping the dam within the required safety margins and maintaining those conditions is of the utmost importance. A gravity dam is held in place by its own weight. Uplift pressure reduces the effective weight of the dam, thus reducing its safety. Hence reducing the effect of uplift could have significant results in increasing the safety of the dam. In this study, the optimum location of t...
Remote sensing of canopy water content during SMEX'04 and SMEX'05 using shortwave-infrared reflectances
Hunt Jr., E. Raymond; Yılmaz, Mustafa Tuğrul; Jackson, Thomas J. (2008-12-01)
The Soil Moisture Experiments in 2004 and 2005 were conducted to validate algorithms for soil moisture retrievals. One of the key parameters for determination of soil moisture from microwave sensors is the vegetation water content of canopy and stems. We tested if canopy water content could be determined from reflectances in the shortwave-infrared and if the amount of canopy water content was related to the total vegetation water content by allometric equations. The normalized difference infrared index (NDI...
Stabilization of expansive soils by using red mud
Çağlar, Cemre; Çokça, Erdal; Department of Civil Engineering (2019)
Expansive soils are generally existing in semi-arid and arid regions of the world. This type of soils expands when they absorb water and shrink when they dry out. Expansive soils are causing problems to the lightweight structures. The purpose of the study is to suggest a cost-effective alternative method for coping with these problems. The widely used traditional method is the stabilization of the soil with the chemical admixtures. In this study; waste red mud and waste fly ash were used as stabilizers. The...
Determination of soil hydraulic properties using pedotransfer functions in a semi-arid basin, Turkey
TOMBUL, MUSTAFA; Akyürek, Sevda Zuhal; ŞORMAN, ALİ ÜNAL (2004-12-01)
Spatial and temporal variations in soil hydraulic properties such as soil moisture 0(h) and hydraulic conductivity K(theta) or K(h), may affect the performance of hydrological models. Moreover. the cost of determining soil hydraulic properties by field or laboratory methods makes alternative indirect methods desirable. In this paper, various pedotransfer functions (PTFs) arc used to estimate soil hydraulic properties for a small semi-arid basin (Kurukavak) in the north-west of Turkey. The field measurements...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
G. Taşkesen Öztürk, “Analysis of spatio-temporal changes of precipitation to estimate R factor in RUSLE at Kartalkaya Dam,” M.S. - Master of Science, Middle East Technical University, 2018.