CREST LEVEL OPTIMIZATION OF THE MULTI LEVEL OVERTOPPING BASED WAVE ENERGY CONVERTER SEAWAVE SLOT-CONE GENERATOR. J. P. Kofoed 1 and E.
|
|
- Morris Pope
- 5 years ago
- Views:
Transcription
1 6 th European Wave and Tidal Energy Conference Glagow, UK Augut 29 th - September 2 nd 2005 CREST LEVEL OPTIMIZATION OF THE MULTI LEVEL OVERTOPPING BASED WAVE ENERGY CONVERTER SEAWAVE SLOT-CONE GENERATOR J. P. Kofoed 1 and E. Oaland 2 1 Department of Civil Engineering, Aalborg Univerity, Denmark i5jpk@civil.aau.dk, WAVEenergy AS, Aalgaard, Norway epen.oaland@waveenergy.no, ABSTRACT The paper decribe the optimization of the cret level and geometrical layout of the SSG tructure, focuing on maximizing the obtained potential energy in the overtopping water. During wave tank teting at AAU average overtopping rate into the individual reervoir have been meaured. The initial tet led to an expreion decribing the derivative of the overtopping rate with repect to the vertical ditance. Baed on thi, numerical optimization of the cret level, for a number of combination of wave condition, have been performed. The hereby found optimal cret level have been teted in the wave tank and further optimization of the geometry have been carried out. INTRODUCTION The Seawave Slot-cone Generator (SSG) i a multi level wave energy converter (WEC) baed on the wave overtopping principle, being developed by the Norwegian company WAVEenergy AS (WE). The device i utilizing a total of three reervoir placed on top of each other, in which the potential energy of the incoming wave i tored. The water captured in the reervoir then run through the multi-tage turbine (MST). Uing multiple reervoir reult in a higher overall efficiency, compared to a ingle reervoir tructure. The device i illutrated in figure 1. The SSG i built a a robut concrete tructure with the turbine haft and the gate controlling the water flow a virtually the only moving part of the mechanical ytem. The SSG concept make ue of the innovative patent pending multi-tage turbine alo developed by WE. The MST ha the advantage to utilize different height of water head on a common turbine wheel. The multi-tage technology minimize the number of tart/top equence on the turbine, even if only one reervoir i upplying water to the turbine, reulting in a high degree of utilization. SINTEF Energiforkning AS (SEfAS) and the Norwegian Univerity of Science and Technology (NTNU) ha performed a 3D CFD analyi of the guide vane and the runner, baed on the Euler turbine equation. Thi how an etimated efficiency on the individual tage of the MST of ~90 % with a Figure 1. Illutration of the SSG tructure
2 relative flat efficiency curve. The performance of the MST under imultanou varying condition on the different tage i currently being invetigated. The purpoe of the work decribed in the paper ha been to optimize the cret level and geometrical layout of the SSG tructure in a combination of irregular wave condition, focuing on maximizing the obtained potential energy in the overtopping water. Prototype location Figure 2. Planned prototype location. The work i done a a part of the preparation of the pilot project where a full-cale technical prototype of the SSG breakwater tructure which i planned for intallation on the wet coat of the iland of Kvitøy in an 19 kw/m wave climate, marked in figure 2. The pilot project i part funded by European Commiion FP Energy3. Wave data recording have been carried out from 3. November 2004 to 30. April 2005 in order to determine the wave climate on the tet ite and to give input to deign parameter for the SSG and the turbine. The pilot tructure i planned to be a 10 m wide module, with approx. 200 kw intalled capacity. Model tet have been performed in a wave tank at Aalborg Univerity (AAU). Here average overtopping rate into the individual overtopping reervoir have been meaured. The initial tet provided data allowing for the formulation of an expreion decribing the derivative of the overtopping rate with repect to the vertical ditance. Baed on thi expreion numerical optimization of the cret level for a number of combination of wave condition have been performed. The hereby found optimal cret level have then been teted in the wave tank and further optimization of the geometry will alo be carried out. MODEL TESTS In two round model tet have been performed in the deep water 3-D wave bain at the Hydraulic and Coatal Engineering Laboratory, AAU. The tet have been performed uing a length cale of 1:15 and 1:25, compared to the planned prototype. During thee tet average overtopping rate into the individual reervoir, a well a the wave have been meaured. Setup The model tet etup primarily conit of 3 component, ee figure 3: 1. Leading wall (with a ditance equal to the width of the tet ection, 0.5 m, model cale) wa intalled in front of the tet ection, in order to have well defined 2-D incoming wave. The incoming wave were meaured by three wave gauge placed be between the leading wall (in the hereby etablihed flume) in front of the tet ection. Furthermore, a ingle wave gauge wa deployed outide the flume, allowing for comparion. 2. The tet ection. The teted geometrie are decribed in the following ection. The three reervoir were connected by large dimenion hoe to reervoir tank outide the wave tank. 3. Reervoir tank. Each of the three reervoir in the tet ection ha a reervoir tank which i ued to meaure the amount of overtopping in the individual reervoir. In each reervoir tank a level gauge and a pump wa placed. The level gauge and the pump were connected to a PC programmed to empty the reervoir tank and thereby recording the amount of water overtopping into the individual reervoir. Figure 3. Model tet etup. Prior to the teting the wave gauge, level gauge, volume of reervoir tank and pump capacitie have been calibrated
3 Figure 4. Illutration of parameter decribing the teted geometrie. Teted geometrie A total of 17 different geometrie have been teted, 10 in the firt round and 7 in the econd. The principal layout of the teted geometrie i illutrated in figure 4. The firt 10 geometrie have been teted uing a length cale of 1:15 and a water depth of 6.0 m, correponding to the local water depth at the deployment ite (tet A1-E2). The tructure wa in thee tet placed directly on a horizontal eabed. All 10 geometrie had cret level of 2.25, 3.30 and 4.65 m for reervoir 1, 2 and 3, repectively, except for the lat two tet (E, E2) where the cret level of the lowet reervoir wa changed to 1.5 m. The angle α of the front lope wa changed from 19 to 35 through the firt round. After the firt round of tet it wa found that placing the tructure directly on a horiontal eabed did not repreent the reality well, a the rocky horeline at the ite wa een from chart to be rather teep. Thi wa taken into account in the econd round of teting where the water depth wa increaed to 25 m, and a 1:2 lope leading up to the tructure wa ued (tet F1-F7). In order to accommodate thi in the wave bain, and to facilitate handling of the large quantitie of overtopping water, the length cale wa et at 1:25 in the econd round of teting. During thee tet cret level of 1.5, 3.0 and 5.0 m for reervoir 1, 2 and 3, repectively, wa ued, except for the firt geometry (F1), where the cret level of reervoir 2 and 3 were 2.5 and 4.0 m, repectively. Wave condition Baed on wave data from DNMI and Torethaugen (1990) the offhore wave climate near the deployment ite wa eimated to a given in table 1. Thee wave condition were ued a target in the generation of the irregular wave in the model tet. In the firt round of teting wave condition 1-5 were ued. However, due to the relatively low water level, quit evere wave breaking occurred in wave condition 3-5. In the econd round of teting wave condition 1-7 were applied and here only limited wave breaking occurred and only in the larget wave condition. The available wave power averaged with probability over thee 6 wave condition i P wave 31.7 kw/m. Thee wave condition cover 86.5 % of the time. Of the remaining 13.5 %, 12.6 % correpond to wave condition with H < 1 m and 0.6 % correpond to wave condition with H > 7 m. Table 1 Wave condition a applied in model tet. Wave condition H [m] Tp [] Te [] Pwave [kw/m] Probability [%] RESULTS AND DISCUSSION Firt round Baed on the reult of the firt round of model tet it wa found, for the wave condition given in table 1, that the cret level ued here wa probably not the optimal one. Thi wa indicated by the fact that ignificantly larger efficiencie wa optained for geometry E, which ha a lower cret level for the lowet reervoir, than in the other geometrie. In order to enable optimization of cret level for the three reervoir, data from geometry D and E (which are identical in etup, except for a change in cret level) wa ued to determine the empirical coefficient A, B and C in the expreion by Kofoed (2002) dq dz z Rc,1 B + C H H Q' Ae (1) gh where Q i the dimenionle derivative of the overtopping rate with repect to the vertical ditance z. By non-linear regreion analyi the coefficient A, B and C ha been found to be 0.197, and
4 0.408, repectively. For comparion the coefficient A, B and C wa found by Kofoed (2002) to be 0.37, -4.5 and 3.5, repectively, for model tet with reervoir without front mounted. Baed on the equation above overtopping rate for individual reervoir can be etimated uing q n ( z z ) 1, 2 z2 z1 gh 3 gh A e B z2 dq dz z1 Ae R c,1 C H B dz z H e e R c,1 C H z2 B H dz e z1 B H (2) where z 1 and z 2 denote the lower and upper vertical boundary of the reervoir, repectively. Generally, z 1 R c,n and z 2 R c,n+1 i ued, n being the reervoir number. However, for the top reervoir z 2 i in principle infinite, but ha here been et at 10 m (full cale). The optimal cret level of the three reervoir wa then found by uing eq. (2) in a numerical optimization. Here, the overall hydraulic efficiency, defined a the ratio ΣP total Prob / ΣP wave Prob (i.e. the ratio between the potential power in the overtopping water at the time the water overtop the cret, and the available power in the incoming wave) for the conidered wave condition wa ued a optimization parameter. Thi optimization gave 1.5, 3.0 and 5.0 m a optimal cret level for reervoir 1, 2 and 3, reulting in an overall hydraulic efficiency of 44.0 % for the conidered wave condition given in table 1. qn, calc D_Q1 D_Q3 E_Q2 Calc. data D_Q2 E_Q1 E_Q qn, mea Figure 5. Comparion of calculated and meaured data. The black x repreent data point found in the optimization of the cret level. Second round Baed on the above the econd round of model tet were planned. All but one of the geometrie ued in thee tet, were with cret level a given above. The purpoe of the econd round of tet were to check the reult of the numerical optimization and to further optimize the geometry by teting change in the geometrie other than the cret level. The reult of the econd round of tet are given in table 2. Here the reult of the econd round of model tet are preented in term of full cale overtopping rate (q n, n indicating the reervoir number) and hydraulic power in each of the three reervoir (P n, n, found a the overtopping rate time the cret level of the reervoir time the acceleration of gravity), and the total overtopping rate (q total, the um of q n ) and total hydraulic power (P total, the um of P n ) and efficiency (defined a the ratio between P total and P wave ) for the individual tet. From here it i een that an overall hydraulic efficiency over wave condition 1-7 of 51.8 % ha been achieved for geometry F7, which i conidered the optimal for the given wave condition. Thi i ignificantly higher than the reult of the numerical optimization baed on the reult of the firt round of model tet. The reaon for thi i conidered primarely to be the change in water depth from firt to econd round, together with the fact that the geometrical change, other than the cret level, teted in the econd round have optimized the tructure ignificantly. Furthermore, eq. (2), ued in the numerical optimization, wa baed on a relatively mall data et, i.e. ome uncertainty mut be expected. The increae in performance i alo illutrated in figure 6 where the reult for geometry F7 are compared to eq. (2). qn, calc qn, mea F7_q1 F7_q2 F7_q3 Figure 6. Comparion of eq. (2) (traight line) and meaured data for geometry F
5 Table 2. Reult of the econd round of model tet, given in term of full cale overtopping rate and hydraulic power in the three reervoir, and the total power and efficiency for the individual tet. For each geometry the overall efficiency i alo given (for F1-6 the efficiency (eff.) i baed on wave condition 1-2, 3-4 and 5-6, for F7 the efficiency baed on all 6 wave condition (eff. all) i alo given). Geometry Wave cond. q1 [m^3//m] q2 [m^3//m] q3 [m^3//m] qtotal [m^3//m P1 [kw/m] P2 [kw/m] P3 [kw/m] Ptotal [kw/m] eff. [ - ] F eff F eff F eff F eff F eff F eff F eff eff,all It i een that the incerae in performance i due to coniderably larger meaured overtopping rate for reervoir 1 and 3 compared to the expreion baed on the previou model tet. For reervoir 2 the expreion eem to predict the overtopping rate very well. Wave direction and tructure orientation After the econd round of model teting had been performed, a tudy of the wave condition at the prototype location by Kofoed & Guinot (2005) wa concluded. Thi tudy include information about wave direction and change in wave condition due to the bathymetry in the area, and thu give the near hore wave condition. Thee are given in table 3. The available wave power averaged with probability over thee 6 wave condition for the near hore prototype location i P wave 18.1 kw/m. By inter- and extrapolation of the model tet reult for geometry F7, overtopping rate and hydraulic power production, have been etimated for all the relevant wave condition and direction. The etimated overtopping rate are given in figure 7 together with original model tet data. The extrapolation of the overtopping data to wave condition ignificantly higher than the one teted, i obviouly relatively uncertain. However, a it i een from figure 7 the overtopping rate into reervoir 1 and 2 ha been etimated to be cloe to maximum in the larget of the teted wave condition. Table 3. Near hore wave condition in term of ignificant wave height, peak period, direction and probability of occurrence, Kofoed & Guinot (2005). The available wave power in the individual wave condition i alo given, a well a the overall average. Wave condition Sum Tp [] H [m] NW Dir [deg.] Prob 9.9% 8.7% 5.4% 2.7% 1.1% 0.5% 28.4% Pwave [kw/m] Pwave*Prob H [m] W Dir [deg.] Prob 4.8% 4.2% 2.6% 1.3% 0.6% 0.2% 13.7% Pwave [kw/m] Pwave*Prob H [m] SW Dir [deg.] Prob 7.5% 6.5% 4.0% 2.0% 0.9% 0.4% 21.3% Pwave [kw/m] Pwave*Prob H [m] S Dir [deg.] Prob 8.1% 7.1% 4.4% 2.2% 0.9% 0.4% 23.1% Pwave [kw/m] Pwave*Prob Sum Prob 30.3% 26.5% 16.4% 8.3% 3.5% 1.5% 86.5% Pwave*Prob The reaoning behind thi etimate i that the ize of the gap between reervoir 1-2 and 2-3 (controlled by the orthogonal ditance between the reervoir front) are etting an upper limit to the overtopping rate into reervoir 1 and 2. The tendency that the overtopping rate are reaching a maximum value i alo een in the data, epecially for reervoir 1. For reervoir 3 there i no uch upper limit for the overtopping rate, a there i no tructure above it. In the extrapolation it i therefore aumed that the
6 increaing tendency for the overtopping rate i continued. q [m^3//m] q1, F7 q2, F7 q3, F H [m] Figure 7. Model tet reult for geometry F7 (full marker), together with inter- and extrapolated data correponding to near hore prototype location wave condition (open marker). Baed on thee etimated data the overall average hydraulic efficiency at the prototype location i 50.9 % for near hore wave condition correponding to the offhore wave condition 1-7 a given in table 3. Thi correpond to an overall average hydraulic power production of 9.2 kw/m. However, in thee data the effect of orientation of the tructure ha not been taken into account, ie. it i aumed the tructure i facing directly toward the incoming wave, regardle of wave direction. A factor accounting for oblique wave attack on ingle reervoir geometrie i uggeted by Van der Meer & Janen (1995) γ β β (3) where β i the difference between wave direction and orientation of the tructure, meaured in degree, for overtopping rate. γ β i ued by dividing the relative cret freeboard R with it. Eq. (3) i not directly applicable to multi level geometrie, but in lack of alternative a correction factor λ β i defined a λ β 0.2e e Rc, n H γ β Rc, n 2.6 H e R 2.6 c, n 1 1 H γ β 0.2 (4) Thi correction factor ha been calculated baed on the wave data in table 4 and multiplied onto the etimated overtopping rate (given in figure 7). By thi procedure it i found that the overall average hydraulic efficiency at the prototype location for a tructure facing due wet (270 ) i 41.4 % for near hore wave condition correponding to the offhore wave condition 1 7, a given in table 4. Thi correpond to an overall average hydraulic power production of 7.5 kw/m. The optimal orientation of the tructure ha been found by maximizing the overall hydraulic efficiency by changing the orientation. The optimal orientation i found to be in the range. The correction factor given in eq. (3) ha been derived from model tet with 2-D wave and hore protection tructure (breakwater and dike), and not a multi level tructure with a relatively mall width a the SSG tructure. Thu, there i a coniderable uncertainty in uing it for the current purpoe and 3-D tet with more detailed modelling of forehore and tructure i needed in order to include refraction/diffraction effect around the tructure. Comparion to exiting overtopping expreion A a check of the meaured overtopping rate the total overtopping rate in all three reervoir have been ummed for the individual tet and made nondimenional a uggeted by Van der Meer & Janen (1995) Q where 2.6R 0.2e (5) q Q i the non-dimenional λ gh overtopping rate. π ( R) 0.4in for R < 0.75 λ 1 for R 0.75 account for low relative cret freeboard, a uggeted by Kofoed (2002). R i the relative cret freeboard, R c /H. Here et at R c,1 /H. The reult hereof are generally in line with eq. (5), a illutrated in figure 8, and thu agree with well etablihed data from the literature. Q [ - ] Firt round Second round Eq. (5) R [ - ] Figure 8. Non-dimenional overtopping rate a a function of the non-dimenional cret freeboard
7 baed on the cret level of the lowet reervoir. The traight line repreent eq. (5). CONCLUSION The optimization of the cret level and geometrical layout of the SSG tructure ha been decribed. Baed on the initial tet the expreion from Kofoed (2002) ha been updated to include geometrie with front mounted on the individual reervoir. Uing thi updated expreion the cret level have been optimized to fit the prevailing wave condition at the prototype location. Further model tet have been performed leading to further optimization of the geometry of the tructure. After taking into account the effect of wave direction and tructure orientation it ha been found that for the optimized tructure the overall average hydraulic efficiency at the prototype location for a tructure facing due wet (270 ) i 41.4 % for near hore wave condition correponding to offhore wave condition 1-7. Thi correpond to an overall average hydraulic power production of 7.5 kw/m. However, the wave direction and tructure heading ha been taken into account uing a correction factor derived from model tet with 2-D wave and hore protection tructure (breakwater and dike), and not a multi level tructure with a relatively mall width. Thu, there i a coniderable uncertainty in uing it for the current purpoe and 3-D tet with more detailed modeling of forehore and tructure i needed in order to include refraction/diffraction effect around the tructure. Further teting of a 3-D model of the tructure in oblique and 3-D wave condition are cheduled for thi autumn. Thee tet will alo include meaurement of local and global force on the tructure to enable a reliable tructural deign. NOMENCLATURE A, B, C Regreion coefficient [ - ]. dq/dz Derivative of the overtopping rate with repect to the vertical ditance z [m 3 //m/m]. g Gravitational acceleration, 9.82 m/ 2 H Significant wave height [m]. P n Hydraulic power pr. width of n th reervoir [kw/m], calculated a qr c g. P total Sum of P n over all reervoir [kw/m]. P wave Available wave power [kw/m], 2 ρg 2 calculated a Pwave Te H 64π q Overtopping rate pr. width [m 3 //m]. Q Non-dimenional overtopping rate [ - ]. Q Dimenionle derivative of the overtopping rate with repect to z [ - ]. q n Overtopping rate pr. width of n th reervoir [m 3 //m]. q total Sum of q n over all reervoir [m 3 //m]. R Relative cret freeboard [ - ]. R c Cret freeboard [m] R c,n Cret level of n th reervoir [m]. T e Wave energy period [], here etimated a T p /1.15. T p Wave peak period []. z Vertical ditance [m]. α Angle of front lope [ ]. β Wave direction, 0 head-on [ ]. γ β Factor accounting for oblique wave attack [ - ]. λ Factor accounting for low R [ - ]. λ β Correction factor derived from γ β for multiplication onto q n [ - ]. REFERENCES Kofoed J. P. (2002): Wave Overtopping of Marine Structure Utilization of Wave Energy. Ph. D. Thei, defended January 17, 2003 at Aalborg Univerity. Hydraulic & Coatal Engineering Laboratory, Department of Civil Engineering, Aalborg Univerity, December, Kofoed, J. P.: Model teting of the wave energy converter Seawave Slot-Cone Generator. Hydraulic and Coatal Engineering No. 18, ISSN: , Dep. of Civil Eng., Aalborg Univerity, April Kofoed, J. P. and Guinot, F.: Study of Wave Condition at Kvitøy Prototype Location of Seawave Slot-Cone Generator. Hydraulic and Coatal Engineering No. 25, ISSN: , Dep. of Civil Eng., Aalborg Univerity, June Kofoed, J. P.: Experimental Hydraulic Optimization of the Wave Energy Converter Seawave Slot- Cone Generator. Hydraulic and Coatal Engineering No. 26, ISSN: , Dep. of Civil Eng., Aalborg Univerity, June Torethaugen, K. (1990): Bølgedata for vurdering av bølgekraft, SINTEF NHL-report No. STF60- A90120, , ISBN Nr Van der Meer, J. W. and Janen, J. P. F. M. (1995): Wave run-up and wave overtopping at dike. Technical report, Tak Committee Report, ASCE
8
Vertical Distribution of Wave Overtopping for Design of Multi Level Overtopping Based Wave Energy Converters Kofoed, Jens Peter
Aalborg Universitet Vertical Distribution of Wave Overtopping for Design of Multi Level Overtopping Based Wave Energy Converters Kofoed, Jens Peter Published in: Proceedings of the 30th International Conference
More informationSea Slot Cone Generator Overtopping Performance in 3D Conditions Margheritini, Lucia; Vicinanza, Diego; Frigaard, Peter Bak
Aalborg Universitet Sea Slot Cone Generator Overtopping Performance in 3D Conditions Margheritini, Lucia; Vicinanza, Diego; Frigaard, Peter Bak Published in: ISOPE - International Offshore and Polar Engineering
More informationA Study of Ocean Waves at Fisherman s Wharf, Victoria Harbour
A Study of Ocean Wave at Fiherman Wharf, Victoria Harbour David B. Fiel, Jianhua Jiang and Dave Billenne ASL Environmental Science Inc., 1986 Mill Rd., Sidney, BC, V8L 5Y3, Canada, Phone Number (250) 656-0177
More informationModel Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions
Model Test Setup and Program for Experimental Estimation of Surface Loads of the SSG Kvitsøy Pilot Plant from Extreme Wave Conditions according to Co-operation Agreement (phase 4) between WAVEenergy (Norway)
More informationWave Dragon A slack moored wave energy converter
Wave Dragon A slack moored wave energy converter J. P. KOFOED 1, P. FRIGAARD 1, H. C. SØRENSEN 2 and E. FRIIS-MADSEN 3 1 Hydraulics and Coastal Engineering Laboratory, Aalborg University, Aalborg, Denmark.
More informationHydraulic Characteristics of Seawave Slot-cone Generator Pilot Plant at Kvitsøy (Norway) Margheritini, Lucia; Vicinanza, Diego; Kofoed, Jens Peter
Aalborg Universitet Hydraulic Characteristics of Seawave Slot-cone Generator Pilot Plant at Kvitsøy (Norway) Margheritini, Lucia; Vicinanza, Diego; Kofoed, Jens Peter Published in: Proceedings of the 7th
More informationFluid-structure interaction between trains and noise-reduction barriers: numerical and experimental analysis
Fluid Structure Interaction V 49 Fluid-tructure interaction between train and noie-reduction barrier: numerical and experimental analyi M. Belloli, B. Pizzigoni, F. Ripamonti & D. Rocchi Mechanical Engineering
More informationCHANGE OF NEARSHORE SIGNIFICANT WAVES IN RESPONSE TO SEA LEVEL RISE. Se-Hyeon Cheon 1 and Kyung-Duck Suh 1
CHANGE OF NEARSHORE SIGNIFICANT WAVES IN RESPONSE TO SEA EVE RISE Se-Hyeon Cheon 1 and Kyung-Duck Suh 1 In thi paper, a method ha been developed for etimating the change of nearhore ignificant wave in
More informationVALIDATION OF THE ASAR WAVE MODE LEVEL 2 PRODUCT USING WAM AND BUOY SPECTRA
VALIDATION OF THE ASAR WAVE MODE LEVEL 2 PRODUCT USING WAM AND BUOY SPECTRA Harald Johnen (1), Geir Engen (1), Bertrand Chapron (2) (1) Norut Informajonteknologi AS, PP 6463 Forkningparken, N-9294 Tromø,
More informationMEASUREMENT OF DYNAMIC STRESSES ON CARRIERS WITH DETACHABLE GRIP AT STATION ENTRANCE: LA.T.I.F. EXPERIENCES AND FUTURE PROSPECTS
MEASUREMENT OF DYNAMIC STRESSES ON CARRIERS WITH DETACHABLE GRIP AT STATION ENTRANCE: LA.T.I.F. EXPERIENCES AND FUTURE PROSPECTS dott.ing. Fabio Degaperi Introduction The importance of dynamic tre effect
More informationHydraulic jump in stilling basin with vertical end sill
International Journal of Phical Science Vol. (), pp. -9, Januar, Available online at http://www.academicjournal.org/ijps ISSN 99-9 Academic Journal Full Length Reearch Paper Hdraulic jump in tilling bain
More informationMEMORANDUM. TNC Fisher Slough Final Design and Permitting Subject: Large Wood Debris Design. Jenny Baker (TNC) Dave Olson (DD3)
MEMORANDUM TNC Fiher Slough Final Deign and Permitting Subject: Large Wood Debri Deign To: From: Jenny aker (TNC) Dave Olon (DD3) David Cline (Tetra Tech) Jon Olmted (Tetra Tech) Jay lair (Tetra Tech)
More informationExperimental Investigation of Pressure Flushing Technique in Reservoir Storages
Experimental Invetigation of Preure Fluhing Technique in Reervoir Storage M. E. MESKATI SAMIRZADI 1, A. A. DEGANI 1, T. SUMI, A. MOSAEDI 1 and M. MEFTA. 1 1 Dept. of Water Engineering, Gorgan Univerity
More informationPHYSICAL MODEL TESTS ON WAVE OVERTOPPING AND FLOW PROCESSES ON DIKE CRESTS INFLUENCED BY WAVE-CURRENT INTERACTION
PHYSICAL MODEL TESTS ON WAVE OVERTOPPING AND FLOW PROCESSES ON DIKE CRESTS INFLUENCED BY WAVE-CURRENT INTERACTION Stefanie Lorke 1, Babette Scere 1, Holger Scüttrumpf 1, Antje Borncein 2, Reinard Pol 2
More informationOptimization for Bus Stop Design Based on Cellular Automaton Traffic Model
Modern Tranportation Volume 6, 2017, PP.1-7 Optimization for Bu Stop Deign Baed on Cellular Automaton Traffic Model Liankui Zhang 1, Chengyou Cui 1 1. Department of Technology Economic and Management,
More informationCalculation of Actual Concrete Shrinkage Magnitude
Calculation of Actual Magnitude By: Emilio M. Morale, MSCE - Mater of Science in Civil Engineering major in Geotechnic and Structure, Carnegie Mellon Univerity, Pittburgh Pa. Chairman PICE Geotechnical
More informationOPTIMISING A BREAKWATER LAYOUT USING AN ITERATIVE ALGORITHM
OPTIMISING A BREAKWATER LAYOUT USING AN ITERATIVE ALGORITM Michael Rutell R Wallingford / Univerity of Surrey Due to the remote and expoed coatal location of mot liquefied natural ga (LNG) exportation
More informationCORPS OF ENGINEERS, U. S. ARMY PLANS FOR IMPROVEMENT OF NAVIGATION CONDITIONS GREENVILLE BRIDGE, MISSISSIPPI RIVER MODEL INVESTIGATION
TA7,vJ31 (\0 2..-.:;b c CORPS OF ENGINEERS, U. S. ARMY PLANS FOR IMPROVEMENT OF NAVIGATION CONDITIONS AT GREENVILLE BRIDGE, MISSISSIPPI RIVER MODEL INVESTIGATION TECHNICAL MEMORANDUM NO. 2 366 CONDUCTED
More informationVEHICLE NO X AND PM10 EMISSION FACTORS FROM SYDNEY S M5-EAST TUNNEL
VEHICLE NO X AND PM1 EMISSION FACTORS FROM SYDNEY S M5-EAST TUNNEL Mark F. Hibberd 1 1 CSIRO Atmopheric Reearch, PB 1, Apendale, Vic 3195, Autralia Abtract Reult are preented on the vehicle emiion factor
More informationOvertopping Breakwater for Wave Energy Conversion at the Port of Naples: Status and Perspectives
Overtopping Breakwater for Wave Energy Conversion at the Port of Naples: Status and Perspectives Diego Vicinanza, Pasquale Contestabile, Enrico Di Lauro 1. INTRODUCTION Nowadays over 1500 Wave Energy Converter
More informationMEMORANDUM: INTERIM CONCEPTS
roject 73845 I 15/Tropicana Interchange Feaibility Study MEMORANDUM: INTERIM CONCETS INTRODUCTION During the initial project creening and throughout the development of project concept, alternative concept
More informationAalborg Universitet. Published in: Proceedings of Offshore Wind 2007 Conference & Exhibition. Publication date: 2007
Aalborg Universitet Design Loads on Platforms on Offshore wind Turbine Foundations with Respect to Vertical Wave Run-up Damsgaard, Mathilde L.; Gravesen, Helge; Andersen, Thomas Lykke Published in: Proceedings
More informationCOMPARISONS OF WAVE OVERTOPPING DISCHARGES AND DAMAGES OF THE NTOU VERTICAL SEAWALL DUE TO TWO SIMILAR SUPER TYPHOONS ON KEELUNG COAST OF TAIWAN
COMPAISONS OF WAVE OVETOPPING DISCAGES AND DAMAGES OF TE NTOU VETICAL SEAWALL DUE TO TWO SIMILA SUPE TYPOONS ON KEELUNG COAST OF TAIWAN Da-Wei Chen 1 Shiaw-Yih Tzang Shan-wei Ou In thi tudy, SWAN model
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012 Copyright 2010 All right reerved Integrated Publihing ervice Reearch article ISSN 09 4399 Invetigation on fly ah concrete
More informationCoordination in CPG and its Application on Bipedal Walking
Coordination in CPG and it Application on Bipedal Walking Weiwei Huang Department of Mechanical Engineering National Univerity of Singapore Singapore 96 huangweiwei@nu.edu.g Chee-Meng Chew Department of
More informationSynthesis of a multivariate extreme sea climate
Application of Statitic and Probability in Civil Engineering, Der Kiureghian, Madanat & Petana (ed) 3 Millpre, Rotterdam, ISBN 9 5966 4 8 Synthei of a multivariate extreme ea climate P.B. Webber Minitry
More informationOriginal Article. Effectiveness of a specialized climbing method for beginners on the physical and technical fitness of 8-10 year old children
Journal of Phyical Education and Sport (JPES), 18 Supplement iue 5, Art 308, pp. 2065-2069, 2018 online ISSN: 2247-806X; p-issn: 2247 8051; ISSN - L = 2247-8051 JPES Original Article Effectivene of a pecialized
More informationAalborg Universitet. Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael. Publication date: 2007
Aalborg Universitet Estimation of wave conditions at Liseleje location Bogarino, Bruno; Brorsen, Michael Publication date: 27 Document Version Publisher's PDF, also known as Version of record Link to publication
More informationgenerator's nameplate - Datasheet generator's nameplate - Datasheet
Åpen informajon Foweb: Wind plant parameter (2018-11) Englih verion of 'Foweb: Data for produkjonanlegg vindkraftverk parameterveileder' (page 1 of 7) www.tatnett.no/foweb Diclaimer: Thi document i an
More informationScientia Iranica, Vol. 14, No. 4, pp 358{368 c Sharif University of Technology, August 2007 Research Note Evaluation of Empirically Derived PVT Proper
Scientia Iranica Vol. 14 No. 4 pp 358{368 c Sharif Univerity of Technoloy Auut 2007 Reearch Note Evaluation of Empirically Derived PVT Propertie for Middle Eat Crude Oil M.N. Hemmati and R. Kharrat 1 PVT
More informationWAVE OVERTOPPING OF RUBBLE MOUND BREAKWATERS
WAVE OVERTOPPING OF RUBBLE MOUND BREAKWATERS Mogens Hebsgaard 1, Peter Sloth 1, and tegen Juhl 2 Abstract A general expression for the overtopping discharge of a rubble mound breakwater has been derived
More informationSemi-Quantitative Freshwater Mussel Survey Date Prepared: 11/20/2017
PARTNERSHIP FOR THE DELAWARE ESTUARY Science Group Semi-Quantitative Frehwater Muel Survey Date Prepared: 11/20/2017 Prepared By: Kurt Cheng Suggeted Citation: Cheng, K. 2017. Semi-Quantitative Frehwater
More informationWave Crest Distributions: Observations and Second-Order Theory
1AUGUST 000 FORRISTALL 1931 Wave Cret Ditribution: Obervation and Second-Order Theory GEORGE Z. FORRISTALL Shell E&P Technology, Houton, Texa (Manucript received February 1999, in final form 14 September
More informationDESIGN OPTIMIZATION FOR A PASSIVE MESH SCREEN WAVE ABSORBER FOR THE CCOB
DESIGN OPTIMIZATION FOR A PASSIVE MESH SCREEN WAVE ABSORBER FOR THE CCOB Christian Klinghammer 1, Pedro Lomónaco Tonda 1 and Pablo Higuera Caubilla 1 A new passive wave absorber, consisting of multiple
More informationApplication of single-step genomic evaluation for crossbred performance in pig 1
Application of ingle-tep genomic evaluation for crobred performance in pig 1 T. Xiang* B. Nielen G. Su* A. Legarra and O. F. Chritenen* *Center for Quantitative Genetic and Genomic Department of Molecular
More informationSteven A. Hughes. Ph.D., P.E. David R. Basco. Ph.D., P.E.
Steven A. Hughes. Ph.D., P.E. Coastal and Hydraulics Laboratory US Army Engineer Research and Development Center David R. Basco. Ph.D., P.E. Coastal Engineering Center Old Dominion University Overview
More informationTHE DESIGN AND APPLICATION OF WIRELESS MEMS INERTIAL MEASUREMENT UNITS FOR THE MEASUREMENT AND ANALYSIS OF GOLF SWINGS
THE DESIGN AND APPLICATION OF WIRELESS MEMS INERTIAL MEASUREMENT UNITS FOR THE MEASUREMENT AND ANALYSIS OF GOLF SWINGS by Kevin W. King A diertation ubmitted in partial fulfillment of the requirement for
More informationHeat Transfer Effect of Inert Gas on Multi-Tubular Reactor for Partial Oxidation Reaction
Korean J. Chem. Eng., 18(2), 184-189 (2001) Heat Tranfer Effect of Inert Ga on Multi-Tubular Reactor for Partial Oxidation Reaction Kwang Ho Song, Sang Eon Han and Kwang-Ho Park LG Chem Reearch Park, LG
More information08 Rubble Mound Structure Design
08 Rubble Mound Structure Deign Ref: Shore Protection Manual, USACE, 1984 Baic Coatal Engineering, R.M. Sorenen, 1997 Coatal Engineering andbook, J.B. erbich, 1991 EM 1110-2-2904, Deign of Breakwater and
More informationCalorimetric Validation of the Caltrac Accelerometer During Level Walking
Calorimetric Validation of the Caltrac Accelerometer During Level Walking The primary purpoe of thi tudy wa to compare the Caltrac accelerometer output with meaured energy expenditure (Ee). Twenty-five
More informationreviewed paper Public transport travel time simulation Tomáš CHLEBNICAN, Jiří CTYROKY, Marek ZDERADICKA
reviewed paper Public tranport travel time imulation Tomáš CHLEBNICAN, Jiří CTYROKY, Marek ZDERADICKA (Mgr. Jiří ČTYROKÝ, Útvar rozvoje hl. m. Prahy, Vyšehradká 57, Prague, 18 00, ctyroky@urm.mepnet.cz)
More informationPHYSICAL AND NUMERICAL MODELING OF THE WAVECAT WAVE ENERGY CONVERTER
PHYSICAL AND NUMERICAL MODELING OF THE WAVECAT WAVE ENERGY CONVERTER Hernán Fernández 1, Gregorio Iglesias 1, Rodrigo Carballo 1, Alberte Castro 1 and Pedro Bartolomé 1 Wave energy presents a great potential
More informationGENERATING ELECTRICITY AT A BREAKWATER IN A MODERATE WAVE CLIMATE
GENERATING ELECTRICITY AT A BREAKWATER IN A MODERATE WAVE CLIMATE Joris Schoolderman 1, Bas Reedijk 2, Han Vrijling 3, Wilfred Molenaar 3, Erik ten Oever 2 and Marcel Zijlema 3 A new concept for wave energy
More informationABSTRACT: Ocean wave energy contains the largest energy density
Deign and Modelling of Wave Energy Converter and Power Take-Off Sytem DESIGN AND MODELLING OF WAVE ENERGY CONVERTER AND POWER TAKE-OFF SYSTEM E. Chuah 1, K. Magawaran and M.Z. Haan 3 1 School of Engineering,
More informationA Graphic Method to Estimate the Wind Speed under Urban Canopy Layer
Civil Engineering and Architecture 3(6): 172-188, 2015 DOI: 10.13189/cea.2015.030602 http://www.hrpub.org A raphic Method to Etimate the Wind Speed under Urban Canopy Layer Manoureh Tahba School of Architecture
More informationChapter 14. Gas-liquid Transfer
Chapter 14 Ga-liquid Tranfer 14.1 GAS TRANSFER By ga tranfer i meant the ma movement of ga to or from olution, which occur when a liquid urface i in contact with a ga phae with which it i not in equilibrium.
More informationSEISMIC RESPONSE ANALYSIS OF LONG-SPAN CONTINUOUS RIGID-FRAMED BRIDG
SEISMIC RESPONSE ANALYSIS OF LONG-SPAN CONTINUOUS RIGID-FRAMED BRIDG Song Wa-li 1, Liu Gao-jun 2, Song Wen-chao 3 and Ren Wen-jie 4 1 Profeor, School of Civil Engineering, Hebei Univerity of Technology,
More informationThe WaveCat Development of a new Wave Energy Converter
The WaveCat Development of a new Wave Energy Converter Gregorio Iglesias 1,*, Hernán Fernández 1, Rodrigo Carballo 1, Alberte Castro 1, Francisco Taveira-Pinto 2 1 University of Santiago de Compostela,
More informationTurbulence and waves in numerically simulated slope flows
9 ème Congrè Françai de Mécanique Mareille, 4-8 août 9 Turbulence and wave in numerically imulated lope flow E. FEDOROVICH, A. SHAPIRO School of Meteorology, Univertiy of Oklahoma, David L. Boren Blvd.,
More information2011 SEG SEG San Antonio 2011 Annual Meeting 3377
Source-receiver pretack depth migration uing dreamlet Bangyu Wu *, Ru-han Wu and Jinghuai Gao Modeling and Imaging Laboratory, IGPP, Univerity of California, Santa Cruz Summary The dreamlet method add
More informationRedirection of center-of-mass velocity during the step-to-step transition of human walking
2668 The Journal of Experimental Biology 212, 2668-2678 Publihed by The Company of Biologit 29 doi:1.1242/jeb.27581 Redirection of center-of-ma elocity during the tep-to-tep tranition of human walking
More informationMechanical Waves: Applications in Medicine. How Elastography is Helping Doctors Avoid the Biopsy Needle
Mechanical Wave: Application in Medicine How Elatography i Helping Doctor Avoid the Biopy Needle Purpoe Thi leon i meant to increae tudent undertanding of mechanical wave and provide them with example
More informationComfortable and maximum walking speed of adults aged years: reference values and determinants
Age and Ageing 1997; 26: 15-19 Comfortable and maximum walking peed of adult aged 20-79 year: reference value and determinant RICHAR W. BOHAO School of Allied Hearth, U-101, Univerity of Connecticut Storr,
More informationHydraulic Behaviour of the Floating Wave Energy Converter Wave Dragon Hald, Tue; Friis-Madsen, Erik; Kofoed, Jens Peter
Aalborg Universitet Hydraulic Behaviour of the Floating Wave Energy Converter Wave Dragon Hald, Tue; Friis-Madsen, Erik; Kofoed, Jens Peter Published in: Proceedings of the 1th Congress of International
More informationCold Formed Steel Tension Members with Two and Three Staggered Bolts
Miouri Univerity of Science and Technoloy Scholar' Mine International Specialty Conference on Cold- Formed Steel Structure (2010) - 20th International Specialty Conference on Cold-Formed Steel Structure
More informationPARAMETRIZATION OF WAVE TRANSFORMATION ABOVE SUBMERGED BAR BASED ON PHYSICAL AND NUMERICAL TESTS
Proceedings of the 6 th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16) Ottawa, Canada, May 10-13, 2016 Copyright : Creative Commons
More informationWAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT
WAVE OVERTOPPING AND RUBBLE MOUND STABILITY UNDER COMBINED LOADING OF WAVES AND CURRENT Sepehr Eslami A. and Marcel R.A. van Gent Coastal structures such as breakwaters are usually studied under wave loading
More informationINFLUENCE OF THE EXHAUST GAS RECIRCULATION ON THE OXYGEN CONTENTS AND ITS EXCESS RATIO IN THE ENGINE COMBUSTION CHAMBER
Journal of KONES Powertrain and Tranport Vol. 0 No. 3 013 INFLUENCE OF THE EXHAUST GAS ECICULATION ON THE OXYGEN CONTENTS AND ITS EXCESS ATIO IN THE ENGINE COMBUSTION CHAMBE Stan Potrzednik Zbigniew mudka
More informationMACHINE MILKING AND DAILY CHANGES OF COW S TEAT CONDITION
20 th Int. Symp. Animal Science Day, Kranjka gora, Slovenia, Sept. 19 th 21 t, 2012. COBISS: 1.08 Agri category code: L01 ACHINE ILKING AND DAILY CHANGES OF COW S TEAT CONDITION iomir STOJNOVIĆ 1, Damir
More informationEffect of Altering Handle Position of a Rolling Walker on Gait in Children with Cerebral Palsy
Effect of Altering Handle Poition of a Rolling Walker on Gait in Children with Cerebral Paly The purpoe of thi tudy wa to determine whether altering the handle poition on a rolling walker would affect
More informationTHE GREENHOUSE EFFECT
The dilemma of the illegibility of state visions: The Greek Coastal Legislation CONTENT OF THE PREENTATION 1. CLIMATE CHANGE AND PREDICTION Efstratios Doukakis Associate Professor NTUA National Technical
More informationNIRSA CLUB BASKETBALL CONFERENCE MANUAL
2018-2019 NIRSA CLUB BASKETBALL CONFERENCE MANUAL The NIRSA Club Baketball Conference i excited to provide league baketball for collegiate club team acro the country. The miion of the NIRSA Club Baketball
More informationCAPSIZING OF VESSELS IN FOLLOWING SEAS
CAPSIZING OF VESSELS IN FOLLOWING SEAS By: M Reniton For Preentation at AQUAMARINE '95 OCTOBER 1995 REPORT AMECRC C 95/17 AUSTRALIAN MARITIME ENGINEERING CRC LIMITED ACN 060 208 577 Capizing of Veel in
More informationThe Hydraulic Design of an Arced Labyrinth Weir at Isabella Dam
Utah State University DigitalCommons@USU International Symposium on Hydraulic Structures Jun 28th, 1:30 PM The Hydraulic Design of an Arced Labyrinth Weir at Isabella Dam E. A. Thompson Sacramento District
More informationName: Answer Key Date: Regents Physics. Projectiles
Nae: Anwer Key Date: Regent Phyic Tet # 5 Review 1. Equation to know: Projectile (1) A y = Ainθ () A = Acoθ Δv vf vi vf + vi (3) a= = (4) vavg = (5) d=vit+½at Δ t tf ti (6) v f =vi+at (7) vf =vi +ad. Ter
More informationSurface Tension Measurement with an Optofluidic Sensor
1t International Conference on Sening Technology November 1-, 005 Palmerton North, New Zealand Surface Tenion eaurement with an Optofluidic Senor Abtract Nam-Trung Nguyen, Sumantri Laemono, Franck Alexi
More informationCHAPTER 135. Influence of the core configuration on the stability of berm breakwaters. Nikolay Lissev 1 AlfT0rum 2
CHAPTER 135 Influence of the core configuration on the stability of berm breakwaters Nikolay Lissev 1 AlfT0rum 2 Abstract An experimental study has been carried out to investigate the concept of extending
More informationExperimental Investigation of Clear-Water Local Scour at Pile Groups
Experimental Investigation of Clear-Water Local Scour at Pile Groups B. Ataie-Ashtiani 1 and A. A. Beheshti 2 Abstract: Experiments of local scour around pile groups are carried out under steady clear-water
More informationResults of an Experimental Study of the Langlee Wave Energy Converter. Pecher, Arthur Francois Serge; Kofoed, Jens Peter; Espedal, J.; Hagberg, S.
Downloaded from vbn.aau.dk on: januar 26, 2019 Aalborg Universitet Results of an Experimental Study of the Langlee Wave Energy Converter Pecher, Arthur Francois Serge; Kofoed, Jens Peter; Espedal, J.;
More informationSimulation of morphological changes induced by large-scale coastal engineering using a 3D wave current interaction model
Indian Journal of Geo-Marine Science Vol. 45(2), February 2016, pp. 215-223 Simulation of morphological change induced by large-cale coatal engineering uing a 3D wave current interaction model Ting Xu
More informationOperating Principle, Performance and Applications of the Wave Mill
Journal of Energy and Power Engineering 11 (2017) 311-316 doi: 10.17265/1934-8975/2017.05.004 D DAVID PUBLISHING Operating Principle, Performance and Applications of the Wave Mill Ivan Voropaev Wave Power
More informationBlade Exit Angle Effects on Performance of a Standard Industrial Centrifugal Oil Pump
Journal of Applied Fluid Mecanic, Vol., No., Iue, pp. -9,. Available online at www.jafmonline.net, ISSN 7-7, EISSN 7-6. Blade Exit Angle Effect on Performance of a Standard Indutrial Centrifugal Oil Pump
More informationOvertopping Measurements on the Wave Dragon Nissum Bredning Prototype Frigaard, Peter Bak; Kofoed, Jens Peter; Rasmussen, Michael Robdrup
Aalborg Universitet Overtopping Measurements on the Wave Dragon Nissum Bredning Prototype Frigaard, Peter Bak; Kofoed, Jens Peter; Rasmussen, Michael Robdrup Published in: The Proceedings of The Fourteenth
More informationSelf-Start Performance Evaluation in Darrieus-Type Vertical Axis Wind Turbines: Methodology and Computational Tool Applied to Symmetrical Airfoils
Self-Start Performance Evaluation in Darrieu-Type Vertical Axi Wind Turbine: Methodology and Computational Tool Applied to Symmetrical Airfoil N.C. Batita 1, R. Melício 1, J.C.O. Matia 1,2 and J.P.S. Catalão
More informationCAL. V657, VD57 CHRONOGRAPH
CL. V657, VD57 TIME/CLENDR l Hour, minute and econd hand l Date diplayed in numeral ENGLISH l Meaure up to 60 minute in 1/10 econd increment l Split time meaurement DISPLY ND /UTTONS SCREW DOWN [for model
More informationOffshore Wind Turbine monopile in 50 year storm conditions
TMR7 Experimental methods in marine hydrodynamics - lab exercise 3 2017 Offshore Wind Turbine monopile in 50 year storm conditions Trygve Kristiansen and Erin Bachynski, Trondheim, 20.09.2017 Background
More informationPreviewer Tools Show All In View: Hide All
http://www.webaign.net/v4cgiarawon@ater.ny/aignent/previ... 1 of 13 5/28/2008 7:46 AM Aignent Previewer Review #2 About thi Aignent Previewer Tool Show All In View: Hide All Cloe thi window Hidden: Aignent
More informationThe Feature of Weak Shock Wave Propagated in a Overlong Tunnel
Open Journal of Fluid Dynamic 0 85-89 http://d.doi.org/0.436/ojfd.0.4a034 Publihed Online December 0 (http://www.scirp.org/journal/ojfd) The Feature of Weak Shock Wave Propagated in a Overlong Tunnel Xiao
More informationBackground. that may differ from the rest of the world.
Background ¾Climate Change impacts in the Pacific very serious and will impact the lives and livelihoods of the people people. ¾Sea level rise is a major threat need to help reduce carbon emission. One
More informationOvertopping Wave Energy Converters: general aspects and stage of development
Overtopping Wave Energy Converters: general aspects and stage of development Giovanna Bevilacqua (1), Barbara Zanuttigh (2) 1. giovanna.bevilacqua@studio.unibo.it 2. DICAM, Università di Bologna, Viale
More informationCOMPUTER-AIDED DESIGN AND PERFORMANCE ANALYSIS OF HAWT BLADES
5 th International Advanced Technologies Symposium (IATS 09), May 13-15, 2009, Karabuk, Turkey COMPUTER-AIDED DESIGN AND PERFORMANCE ANALYSIS OF HAWT BLADES Emrah KULUNK a, * and Nadir YILMAZ b a, * New
More informationWave Overtopping of Seawalls. Design and Assessment Manual. HR Wallingford Ltd. February R&D Technical Report W178. R&D Technical Report W178
Wave Overtopping of Seawalls Design and Assessment Manual HR Wallingford Ltd February 1999 R&D Technical Report W178 R&D Technical Report W178 Commissioning Organisation Environment Agency Rio House Waterside
More information2. Water levels and wave conditions. 2.1 Introduction
18 2. Water levels and wave conditions 2.1 Introduction This Overtopping Manual has a focus on the aspects of wave run-up and wave overtopping only. It is not a design manual, giving the whole design process
More informationA Double Oracle Algorithm for Zero-Sum Security Games. Graphs, Manish Jain, Dmytro Korzhyk, Ondřej Vaněk, Vincent Conitzer,
A Double Oracle Algorithm for Zero-Sum Security Game on Graph Manih Jain, Dmytro Korzhyk, Ondřej Vaněk +, Vincent Conitzer, Michal Pěchouček +, Milind Tambe Computer Science Department, Univerity of Southern
More informationUPDATE OF THE EUROTOP MANUAL: NEW INSIGHTS ON WAVE OVERTOPPING
UPDATE OF THE EUROTOP MANUAL: NEW INSIGHTS ON WAVE OVERTOPPING Jentsje van der Meer 1 William Allsop 2, Tom Bruce 3, Julien De Rouck 4, Tim Pullen 5, Holger Schüttrumpf 6, Peter Troch 7 and Barbara Zanuttigh
More informationThomas Lykke Andersen, Morten Kramer, Peter Frigaard November 2003
Thomas Lykke Andersen, Morten Kramer, Peter Frigaard November 2003 HYDRAULICS & COASTAL ENGINEERING LABORATORY AALBORG UNIVERSITY DEPARTMENT OF CIVIL ENGINEERING SOHNGAARDSHOLMSVEJ 57 DK-9000 AALBORG DENMARK
More informationA Review on Experimental Analysis for Rectangular Perforated Fin Array
A Review on Experimental Analyi for Rectangular Perforated Fin Array I.N. Wankhede 1, N. P. Salunke 2 1 PG Student, Mechanical Department, RCPIT Shirpur, Maharahtra, India 2 H. O. D., Mechanical Department,RCPIT
More informationCHAPTER 132. Roundhead Stability of Berm Breakwaters
CHAPTER 132 Roundhead Stability of Berm Breakwaters Jergen Juhl 1, Amir Alikham, Peter Sloth, Renata Archetti Abstract Three-dimensional (3D) model tests were carried out for studying the stability of
More informationBEACH EROSION COUNTERMEASURE USING NEW ARTIFICIAL REEF BLOCKS
BEACH EROSION COUNTERMEASURE USING NEW ARTIFICIAL REEF BLOCKS Kyuhan Kim 1, Sungwon Shin 1, Chongkun Pyun 2, Hyundong Kim 3, and Nobuhisa Kobayashi 4 Two-dimensional and three-dimensional laboratory experiments
More informationErmenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision
Ermenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision J.Linortner & R.Faber Pöyry Energy GmbH, Turkey-Austria E.Üzücek & T.Dinçergök General Directorate of State Hydraulic
More informationLarge scale wave run-up tests on a rubble mound breakwater
Large scale wave run-up tests on a rubble mound breakwater Van de Walle Björn 1, De Rouck Julien 2, Grüne Joachim 3, Helgason Einar 4 Introduction Large scale wave run-up tests have been performed in the
More informationStability of Cubipod Armoured Roundheads in Short Crested Waves Burcharth, Hans Falk; Andersen, Thomas Lykke; Medina, Josep R.
Aalborg Universitet Stability of Cubipod Armoured Roundheads in Short Crested Waves Burcharth, Hans Falk; Andersen, Thomas Lykke; Medina, Josep R. Published in: Coastal Engineering 2010 Publication date:
More informationstimulates the economy or provides some sort of turned a once clean and surfable beach into a under the US Navy to establish its own definition of a
by Anthony Olayon 25 Although the conventional reason for creating a breakwater has been to provide protection for watercraft from breaking waves, changes in military technology leading into the WWII era
More informationRESOURCE DECREASE BY LARGE SCALE WIND FARMING
ECN-RX--4-14 RESOURCE DECREASE BY LARGE SCALE WIND FARMING G.P. Corten A.J. Brand This paper has been presented at the European Wind Energy Conference, London, -5 November, 4 NOVEMBER 4 Resource Decrease
More informationCenter for By-Products Utilization
Center for By-Product Utilization MECHANICAL PROPERTIES AND DURABILITY OF CONCRETE MADE WITH CLASS C BLY ASH FROM DIFFERENT SOURCES OF WISCONSIN By Tarun R. Naik, Shiw S. Singh, and Mohammad M. Hoain Report
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 ABSTRACT Scour
More informationFlail Mowers FM2060 & FM2072
Table of Content Flail Mower FM2060 & FM2072 17962! 309-100M Operator Manual Read the Operator manual entirely. When you ee thi ymbol, the ubequent intruction and warning are eriou - follow without exception.
More informationGreenup Lock Filling and Emptying System Study
Fourth LACCEI International Latin American and Caribbean Conference for Engineering and Technology (LACCET 2006) Breaking Frontiers and Barriers in Engineering: Education, Research and Practice 21-23 June
More informationDISTRIBUTION OF WAVE LOADS FOR DESIGN OF CROWN WALLS IN DEEP AND SHALLOW WATER. Jørgen Quvang Harck Nørgaard 1, Thomas Lykke Andersen 1
DISTRIBUTION OF WAVE LOADS FOR DESIGN OF CROWN WALLS IN DEEP AND SALLOW WATER Jørgen Quvang arck Nørgaard 1, Thomas Lykke Andersen 1 This paper puts forward a new method to determine horizontal wave loads
More informationStudy of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1
Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Minggui Zhou 1, Dano Roelvink 2,4, Henk Verheij 3,4 and Han Ligteringen 2,3 1 School of Naval Architecture, Ocean and Civil Engineering,
More information