The drinking water supply, as well as other water-related uses for humans, begins with extracting the "raw" water from different sources. Many plants treat the water by directly flowing raw water from the water resources to the nearby plants of the treated water through the side channels. Open channels in drainage and irrigation projects are the main water transport method. For more situations, channels had to branch into more secondary channels though they could provide ancillary items such as water and irrigation to municipal utilities and hydroelectric schemes. Many experimental and theoretical investigations of the branch open channels have been implemented to recognize the flow into their characteristics and convert them into a natural case of practical and theoretical investigations. This study's primary targets are reviewing the effect of physical features and models of branch channels by checking relevant kinds of literature. The flow quantity to branching channels is affected by many factors (angle of diversion, discharge of the main channel, slope of the bed leading to both the main and the branch channel etc.). The branch channel experiences a reduction in its velocity, momentum, and Froude number due to an increase in the upstream discharge of the main channel. It rises with increasing water depth upstream in the branch and the main channel bed width. Since diverting water flow to a branch channel reduces the downstream water depth in the main channel, the main channel's water depth is often greater than the branch channel's. This review concerns the boundary condition and angle diversion of branch channels to the vital case investigation, so as to the recirculation zone occurs at upstream branch channel decreasing with decreasing the diversion angle.