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8篇 您的检索式:作者名="Refik K"
    题名 作者 年代 出处 被引量
1Image directed color Doppler ultra sonography in the evaluation of superficial solid tumors显示文摘Czhek SS Remide A Refik K 1995J Clin Ultrasound1995,23,4:1
2Vascular complications after liver transplantation: evaluation with Doppler US显示文摘Sad?k Tamsel Gulgun Demirpolat Refik Killi Unal Ayd?n Murat K?l?c Murat Zeytunlu Mustafa Par?ldar Ismail Oran Hakan Ucar 2007Abdominal Imaging2007,,3:1
3Optimal lot-sizing/vehicle-dispatching policies under stochastic lead times and stepwise fixed costs 显示文摘ALP OSMAN ERKIP NESIM K GULLU REFIK 2003Oper Res2003,51,1:1
4Image-directed color Doppler ultrasonography in the evaluation of superficial solid tumors显示文摘 Remide A Refik K 1995J Clin Ultrasound1995,23,4:1
5Evaluation of the left ventricular regional function using two-dimensional speckle tracking echocardiography in patients with endstage renal disease with preserved left ventricular ejection fraction 显示文摘Refik A Murathan K Atakan Y at al 2012Acta Cardiol2012,67,8:1
6The effect of taurine treatment on oxi-dative stress in experimental liver fibrosis 显示文摘Refik M Comert B Oncu K 2004Hepatol Res2004,28,4:1
7The effect of taurine treatment on oxidative stress in ex perimental liver fibrosis显示文摘Refik Mas M Comert B Oncu K Vural S A Akay C Tasci I et ai 2004Hepatol Res2004,28,:1
8Estimation of peak runoff and frequency in an ungauged stream of a forested watershed for flood hazard mapping显示文摘Kaynasli District in the western Black Sea region of Turkey has long been vulnerable to frequent flood damage due to the establishment of settlements within and around stream channels without regard to fluctuating peakstreamflow frequencies. The aim of this research was to determine the measures needed to protect the towns and villages from this type of damage. Daily total precipitation data for 1975–2010 were analysed, and rainfall-runoff models developed to estimate the potential yearly maximum discharge from each stream of sub-watersheds dominated by forests and/or agriculture. This was then calculated for different frequencies of the yearly maximum discharge. Flood analysis and mapping was modified via the one-dimensional Hydrologic Engineering CentersRiver Analysis System software to produce potential maximum discharge and geometric data for Kaynasli Creek. As the main creek of the sub-watershed, its crosssection was shown to be insufficient and incapable of containing the maximum discharge at the 100-year frequency presumed for the watershed, and subsequently was seen as having a high level of casualty risk. It was concluded that the one dimensional model could be useful, but 2D models were more suitable for these types of watersheds.Refik Karagül Tar?k ?itgez 2019Journal of Forestry Research2019,30,2:0
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