... smart sensory solution integrated into the geotextile for the damage assessment of inland waterway protection structures during extreme water levels. This study tests two fiber-based sensor systems (electrically conductive monofilaments and carbon rovings). These smart structures can function...

.... The selection of dredging time and intensity has an important contribution for management of vicinal water environment. tide dadeng island island suspension tidal flux reclamation artificial intelligence low tide drainage equation hydrodynamic environment airport reclamation water level...

.... The well validated model is used to reproduce wave-current interaction on velocity and water level in Huanghua Harbor coastal water. The results indicate that normal waves play a minor role on current velocity and water level, however, the strong waves have a great influence on velocity and its horizontal...

... river network september 31 water quality model rainfall th hour 4 nam model water level application river network concentration curve coefficient water management Development and Application of a One-dimensional Hydrodynamic and Water Quality Model for a Flat Tidal River Network Lisha Gao1...

... wind wind direction puti island wind farm wind farm cold surge water level cold wave numerical simulation simulation nnw wind different wind speed nested area renewable energy wind energy bohai sea surge Flow Characteristics of Bohai Sea under Extreme Cold Wave J.L.Liu, J. F. Zhou...

... and hydrodynamic model is established. And different flood processes under four different tidal processes are calculated in this model. Through comparing the different water level change processes, the relationship between flood processes and downstream tide is summarized. Finally, some relevant suggestions...

... the normal extent and the back-slope can be easily scoured. In this paper, we also present some advanced advice to deal with excessive typhoon. typhoon condition seawall severe typhoon lingang seawall reservoir simulation design standard high water level surge super typhoon typhoon wave...

... water level pore pressure response pipeline pore water tide construction uplift force submarine pipeline offshore pipeline water pressure lifting force equation large-diameter pipeline analytical solution upstream oil & gas excess lifting force pore pressure seepage force Tides...

... are investigated as basic information before estimation of the floating system. Acrylic cylinder models of the OWC have been designed and manufactured, and the experiment has been performed in the wave tank in Ocean Energy Institute of Saga University. In the experiment, amplitude of water level and pressure...

... elevation bangtao beach phuket tsunami simulation tsunami wave tsunami runup reservoir characterization numerical model equation water depth kowalik thailand water level computational result beach upstream oil & gas propagation average flood velocity tsunami Paper...

... diameter ice force horizontal ice force diameter synthetic model ice physical simulation water level ice load ice sheet proceedings new concept structure A New Concept of Attached Ice-breaking Structure in Shallow Water Area Zhijun Li State Key Laboratory of Coastal and Offshore Engineering...

.... The curve shape in Fig. 6 is quite typical of the vertical ice temperature distribution in ice ridges in the Barents Sea in April. The coldest part of an ice ridge is located in the half a meter layer below the water level. The temperature minimum on the presented curve is located in the 25- 30 cm horizon...

... coefficient amplitude experiment subsea system equation wave transformation mooring system dimensionless amplitude boundary condition static water pressure upstream oil & gas experimental value dynamic behavior two-dimensional hydraulic experiment reflection transmission water level water...

..., as predicted by the theory. 73 INTERMITTENTLY SUBMERGED SECTIONS We consider now the effects of intermittent submergence on the force on a sectIon of a vertical member which is close to the still water level. The general situation be.ing considered is indica~~ in Fig. I (a). The intermittent flow field...