In this paper we have detailed studied about the Effects of hydraulics on Lithely Arch bridges. There are various consideration required while doing hydraulic calculation like fair assessment of all flood levels, maximum discharge occur at where the bridge construct, afflux should be in range of given as per IRC and IS codes and Scour maximum depth reduce level is always below where the foundation bottom reduce level provided so that foundation is safe from the scour effects and maximum depth of scour effects also check for near the pier and near the abutment. This all consideration we have studied in details in this paper because inaccurate determination of these parameter may the sign of failure of structure. By understanding all the consideration, we have taken a problem which deals with all the parameter of effects of hydraulics on the bridge structure.
Volume 11 | 08-Special Issue
Pages: 3002-3005