Distribution reinforcement = 2 DL Moment = 024 tm Ast = 9604 mm² Provide 8 dia @ @ 523mm Provide @ 0mm DESIGN OF BOX TYPE DRAIN REVISION R0 H K Toll Road Pvt Ltd Detailed Design for 6 loaning of Hosur Krishnagiri Section of NH7 b) DESIGN OF WALLS Total moment on wall due to Momenttm Sheart Max Momenttm DLEarth pressures 112 173 Net maximumSuitable provision of dowel, roadway, catch water drain, under drainage has to be made for every lined canal Figure 104 shows three typical crosssections of the lined canal in which provision of various components is illustrated The canal sections shown have trapezoidal shape For circular bottomed canal arrangement will be similarCross drains should be placed at intervals across sloping tracks The number of drains will increase with the length or steepness of the slope The distance between the drains
4 Components Of Road Drainage System Roadex Network
