A Study on Some Causes of Rubble Mound Breakwater Failure

- Rubble mound breakwater, one of the protection structures, has been widely used in coastal and port engineering. Block stones were first used as its armor layer, and its use was limited to shallow sea areas where there is no large waves. Since the specially-shaped armor unit was developed, the rubble mound breakwater has become the main sort of the protection structures, which can be used in deep water zones where storm sometimes occurs. Owing to severe and complex surrounding conditions, the rubble mound breakwater failure sometimes occurs, thus the study on the causes of failure is of great importance. In the present study some breakwater failures at home and abroad are illustrated and the causes of failure are investigated from the point of view of design, test, construction and maintenance.     

Experimental Study on Local Scour Around A Large Circular Cylinder Under Irregular Waves

1 .IntroductionWiththedevelopmentofexploitationofmarineresources ,theconstructionofoffshorestructuresdevelopsrapidly ,suchasmarineoilplatforms ,deep waterbreakwaters ,marinebridges ,largehar bors,etc .Thesestructureswillchangesurroundingwaveandcurrentconditionsandleadtolocalscourofseabed ,resultinginstructuraldamage .Therefore ,localscouraroundmarinestructuresaswellastheirprotectionhasdrawnmuchattentionfromrelativeengineeringfields .Manyscholarshaveconduct edtheoreticalanalysisandexperimentals…     

Two-Dimensional Mathematical Model of Tidal Current and Sediment for Oujiang Estuary and Wenzhou Bay

A 2-D mathematical model of tidal current and sediment has been developed for the Oujiang Estuary and the Wenzhou Bay. This model accomodates complicated features including multiple islands, existence of turbidity, and significant differ-ence in size distribution of bed material. The governing equations for non-uniform suspended load and bed load transport are presented in a boundary-fitted orthogonal curvilinear coordinate system. The numerical solution procedures along with their initial conditions, boundary conditions, and movable boundary technique are presented. Strategies for computation of the critical condition of deposition or erosion, sediment transport capacity, non-uniform bed load discharge, etc. are suggested. The model verification computation shows that, the tidal levels computed from the model are in good agreement with the field data at the 18 tidal gauge stations. The computed velocities and flow directions also agree well with the values measured along the totally 52 synchronously ob     

Study on Deposition in Semi-Closed Coastal or Estuarine Harbour Basins

A preliminary study on the distribution of sediment transport and siltation within a semi-closed harbour as well as the factors affecting the siltation has been made with a suspended sediment model, in which the Lianyungang port is used as the prototype. Based on the work, this paper describes a tubid water experiment within a typical excavated harbour basin. According to the experimental results some expressions for predicting the average siltation amount for semi-closed harbour basins by means of dimensional analysis have been proposed, with tidal features, harbour geometry and properties of sediment taken into account. Through comparing the calculated results with the laboratory and field measured data, it has been shown that the expressions presented in this paper are reasonable.     

Fuzzy Probabilistic Analysis of Seismic Stability of Coastal Embankment

The stability of slope is affected by a number of factors, some of which have not only random property but also fuzzy characteristic. Therefore, the analysis of slope stability is really an uncertain problem. The customary safety factor does not in reality reflect stability scientifically, quantitatively and practically. In order to obtain more practical results, the slope stability is treated as a fuzzy random event for the evaluation of its fuzzy probability. Finally, the seismic stability of an existing coastal embankment is analyzed by means of the suggested fuzzy probabilistic method. It may be seen that the results of analysis can more fully represent the numerical assessment of the degree of slope seismic stability.     

Experimental Study of Perforated Caisson Breakwater

This paper describes the design of a perforated caisson breakwater and presents the results of model test. Tests with regular and irregular waves have demonstrated that the perforated caisson breakwater has the advantages of low reflection coefficient, good wave-absorbing performance, relatively small wave height in front of the breakwater, and small amount of overtopping. Analyses have been made of the coefficient of reflection, wave height in front of the breakwater, and wave overtopping. Relevant figures and tables are presented for reference.     

ON THE CAMBRIAN AND THE ORDOVICIAN FORMATIONS OF HSISHAN OR WESTERN HILLS OF PEKING

Cambro-Ordovician rocks occur widely in Hsishan. In the westernenvirons of Peking some of the best exposures of these rocks can be observedin the Northern limb of the Chiulungshan (九山龙) syncline, which extends     

THE RESULT OF A GEOLOGICAL SURVEY OF THF HONGSHAN INTRUSION, NORTH HONAN

The results so far obtained may be summarized as follows.The Hongshan intrusion is a dome-shaped and isolated body and deep-seated n origin.The iatrusion took place in the post-Carboniferous time The iron deposit was probably formed through metasomatie replacement of the Ordovieian limestone and therefore only extends downward for an insignifieunt depth.As a rogoureo for modern industry,it is absohtely valuess.The variation in the composition of the diorite is probably don not so much to magmatic differentiation but rather to the assimilation fo the overlying rocks.     

OBSERVATIONS ON ESTUARINE FLUID MUD ENTRAINMENT

I. INTRODUCTIONPrediction of mud bed erosion by forcing due to tidal currents usually requires a numerical solution of the advection--dispersion equation for sediment mass transport. Key role is of course played inthis by the bottom boundary conditions defining erosion and deposition fluxes. The issue of erosion isbriefly considered here. noting that it is customary to calculate the rate of erosion as a function of thebed shear stress in excess of the erosion shear strength of the bed (Me…     

Adsorption of oxyanions by spent western oil shale: I. arsenate

The partitioning of arsenate between Paraho indirectly retorted and directly retorted oil shales and a combusted oil shale was examined with batch equilibrium adsorption isotherms. Arsenate adsorption was found to conform to the Freundlich adsorption model, and the combusted oil shale was found to have the greatest affinity for arsenate. The indirectly and directly retorted oil shale samples did not have statistically different affinities for arsenate. The greater adsorption capacity of combusted oil shale for arsenate was attributed to greater surface area and free iron oxide. Arsenate adsorption by combusted oil shale was not reversible. Upon dilution of the solution phase, arsenate did not desorb. Upon dilution of the retorted oil shale solutions, arsenate continued to be removed from solution. An evaluation of metal arsenate stability in the spent oil shale systems indicated that the retorted oil shale solutions were highly supersaturated with respect to magnesium and barium arsenates, whereas the combusted oil shale solutions were not supersaturated. The data were interpreted to indicate that adsorption reactions control arsenate solubility at short reaction times. As reaction times increase, precipitation reactions control soluble arsenate concentrations.