Based on experiment analysis of hydraulic properties of tidal bore about bore height、propagation velocity and tidal current velocity,the relative tidal bore height exceeds 0.

The design and construction of drilling platform of one bridge under strong tidal bore condition;

Drilling cast-in-place pile construction supervision under strong tidal bore;

Radial basis function network based tidal bore model and its application to Qiantang estuary;

Research on One-dimension Numerical Simulation in Tide Flow Computation;

Through model tests of a sloping soil dyke in a tidal flume, the stability of the concrete face plate under the action of tide is analyzed.

The full description of the formation, development and disappear of Qiantangjiangtide by numerical method is presented in this paper in details.

Dynamic response of pile-groins under the action of bore load;

The mid-scale equations of bores are deduced, and used to analyze the properties of bores and hy-draulic jumps.

Histories of bores in the Qiantang Estuary,are modelled by using a twodimensional finite-volume,Osher scheme,and a discontinuity-fitting method.

The hydrological,geographical and geological conditions along the Qiantang estuary are very complicated, especially the character of the strong tide bore is an outstanding difference from the ordinary tide and flood.

In the method, the factors, such as the tide bore variations, swift current at tide ebb and flow, severe changes of muddy riverbed, and details of design and fabrication of the steel cofferdams are considered.

According to 1991 s statistics, about 184 events of tide bore occurred at the Lunqian Tidal Sta-tion.