SRICOS: Prediction of scour rate in cohesive soils at bridge piers
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abstract
A new method called SRICOS is proposed to predict the scour depth z versus time t around a cylindrical bridge pier of diameter D founded in clay. The steps involved are: (1) taking samples at the bridge pier site; (2) testing them in an erosion function apparatus to obtain the scour rate versus the hydraulic shear stress applied ; (3) predicting the maximum shear stress (max), which will be induced around the pier by the water flowing at 0 before the scour hole starts to develop; (4) using the measured versus curve to obtain the initial scour rate (i) corresponding to (max); (5) predicting the maximum depth of scour z(max) for the pier; (6) using (i) and z(max) to develop the hyperbolic function describing the scour depth z versus time t curve; and (7) reading the z versus t curve at a time corresponding to the duration of the flood to find the scour depth that will develop around that pier. A new apparatus is developed to measure the versus t curve of step 2, a series of advanced numerical simulations are performed to develop an equation for the (max) value of step 3, and a series of flume tests are performed to develop an equation for the z(max) value of step 5. The method is evaluated by comparing predictions and measurements in 42 flume experiments.
