شماره مدرك :
5959
شماره راهنما :
5568
پديد آورنده :
هدائي، محمدرضا
عنوان :

مطالعه ي آْزمايشگاهي جذب كننده ي موج آب منحني شكل در حوضچه هاي كشش Experimental study on curved water wave absorber in towing tanks

مقطع تحصيلي :
كارشناسي ارشد
گرايش تحصيلي :
مهندسي آب
محل تحصيل :
اصفهان: دانشگاه صنعتي اصفهان، دانشكده مهندسي عمران
سال دفاع :
1389
صفحه شمار :
نه،112ص.: مصور،جدول،نمودار
يادداشت :
ص.ع.به فارسي و انگليسي
استاد راهنما :
محمدرضا چمني، شهريار منصورزاده
استاد مشاور :
عبدالرضا كبيري ساماني
توصيفگر ها :
موج ساز , حسگر موج نگار , ضريب انعكاس , تيزي موج , مدل منحني
تاريخ نمايه سازي :
7/3/90
استاد داور :
محمد نويد مقدم، آزاده احمدي
دانشكده :
مهندسي عمران
كد ايرانداك :
ID5568
چكيده فارسي :
به فارسي و انگليسي: قابل رويت در نسخه ديجيتالي
چكيده انگليسي :
Experimental Study on Curved Water Wave Absorber in Towing Tanks Sayed Mohammad Reza Hodaei sm hodaei@cv iut ac ir Submitted on March 12 2011 Department of Civil Engineering Isfahan University of Technology Isfahan 84156 83111 Iran Degree M Sc Language Farsi Supervisors Mohammad Reza Chamani Assoc Prof Email address mchamani@cc iut ac ir Shahriar Mansoorzadeh Assist Prof Email address Shahriar@cc iut ac ir Abstract Wave absorber is a structure that dissipates incident wave energy and minimizes the reflected wave height In this study reflection characteristics of curved water wave absorber with regular waves are investigated in the Hydrodynamic Laboratory of Subsea Research Development Center SRDC at Isfahan University of Technology IUT Due to limited experimental studies on this form of wave absorber and also recommendation of Ouellet and Datta 1986 experimental study on this type of wave absorber has been conducted The waves are generated with a plunger type wave maker in deep water condition Characteristics of waves generated are obtained using wave probes and Data Acquisition System DAS Resistive type wave probes are employed to record wave profile The wave probes are calibrated statically and dynamically To verify results obtained by wave probes and the transducers rulers and camera systems are also used A galvanized perforated plate with porosity of about 42 3 and equation of y x2 as the base model have been used The base model is rotated counterclockwise 5 10 15 20 25 and 35 degrees and clockwise 5 and 10 degrees to reproduce different models with different equations e g T0 represents the base model y x2 and T5 T5 representative five degree rotation of the base model in counterclockwise and clockwise directions respectively The base model and other rotated models for various submergence depths are tested Three models T10 T0 and T25 are tested at submerged depth of 0 12 m whereas T25 T0 models are tested at submerged depth of 0 36 m All models are also tested at submerged depth of 0 24 m Wave reflection coefficient Cr the ratio of reflected wave height to incident wave height is calculated using Goda and Suzuki s method 1976 To verify Goda and Suzuki s method the reflection coefficient of the back wall are obtained Wave steepness parameter incident wave height to wavelength ratio S0 is an important parameter to reach reflection coefficient of unity for the back wall and range of this parameter was less or equal to 0 04 in this study Variation of reflection coefficient versus deep water wave steepness parameter for wide range of curved profiles and different equations is developed Results are also presented based on the variation of reflection coefficient versus the relative submergence depth the ratio of submerged depth to total vertical height of curved profile s h and the relative length parameter the ratio of horizontal length to vertical height of curved profile for different wave frequencies Results showed lower reflection coefficient are occurred in T10 model at lower range of wave steepness compared to that of T0 model base model in submerged depth of 0 12 m By doubling and tripling the submergence depth lower reflection coefficient is obtained in T25 model at lower wave steepness with respect to T0 The results are also showed that with increasing the angle of the rotation in the counterclockwise mode for submergence depth of about 0 24 m the hydraulic performance of the model lower reflection coefficient improves It is concluded that among clockwise rotations of the model T10 T5 the T5 model exhibits improved condition lower reflection coefficient compared to that of the base model T0 for incident wave steepness ranging from 0 016 0 0665 at submerged depth of 0 24 m Results are compared with the results of numerical solution of the curved model y x2 presented by Jing and Sheng 1989 Variation of Cr2 versus N2 g is presented where N is angular frequency The results of the base model are in good agreement compared
استاد راهنما :
محمدرضا چمني، شهريار منصورزاده
استاد مشاور :
عبدالرضا كبيري ساماني
استاد داور :
محمد نويد مقدم، آزاده احمدي
لينک به اين مدرک :

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