Influence of spillway structure upon the outburst flood process in a high risk barrier lake

Aimed at the engineering problems of uncontrollable outburst flood process and large outburst flood peak in a high risk barrier lake, this paper successively adjusts the lateral and longitudinal spillway structure through an indoor physical model and then investigates the consequent outburst flood process differences between the trapezoidal spillway, the compound spillway and the vertical scarp spillway. The results show that the outburst flood process for all kinds of spillway can be successively divided into four typical stages, the initial stage, the retrospective stage, the swift failure development stage and the recovery stage. Compared to the relatively hysteretic initial stage in the trapezoidal spillway, the compound spillway can effectively accelerate the development of initial stage by decreasing down the overtopping elevation, thereby shortening the outburst flood process and cutting down the outburst flood peak by 17.0%. Moreover, the vertical scarp spillway can artificially make a vertical scarp to increase the local velocity at the retrospective stage and further accelerate the initial outburst process, thus significantly shortening the water storage time with upstream maximum water level greatly down. Correspondingly, the barrier body in the vertical scarp spillway would collapse slightly faster due to the excessively accelerated initial outburst process, but the maximum outburst flood peak can still be 11.4% lower than that of the trapezoidal spillway. These investigations can provide reasonable and abundant choices for the emergency disposal in the high risk barrier lake.