February 15,1994. Non-Modular Outlets: In non-modular canal outlets, discharge capacity depends on the difference of water levels in the distributary and the watercourse. Also when a canal section in filling involves more than 10.5 m filling each section shall be designed and tested for stability. The chapter presents how to determine design discharge for irrigation canals and power canals. carry the design flow, and the purpose of the channel. 0000002212 00000 n However, before lining of a canal is decided, techno-economic justification for the same should be established. This chapter describes general principles of canal design, which includes essential input parameters, and safety and system constraints. Investigation Planning and Layout; Design of the Main Diversion Structure of a Barrage; Design of Barrage Appurtenant Structures and Rules for Barrage Operation Code of practice for plain and reinforced concrete (fourth revision), Code of practice for general construction of plain and reinforced concrete for dams and other massive structures, Code of practice for prestressed concrete (second revision), Code of practice for concrete structures for storage of liquids: Part 1 General requirements (first revision), Code of practice for concrete structures for storage of liquids: Part 2 Reinforced concrete structures (first revision), Code of practice for concrete structures for the storage of liquids: Part 3 Prestressed concrete structures, Code of practice for concrete structures for the storage of liquids: Part 4 Design tables, Code of practice for general construction in steel (third revision), Code of practice for use of cold formed light gauge steel structural members in general building construction (first revision), IS 802(Part 1/Sec Code of practice for use of structural steel in overhead 1):1995, transmission line towers, Part 1 Materials, Loads and permissible stresses Section 1 Materials and Loads (third revision), IS 802(Part 1/Sec Code of practice for use of structural steel in overhead 2):1992, transmission line towers Part 1 : Material, loads and permissible stress Section 2 Permissible stress (third revision), Code of practice for use of structural steel in overhead transmission line towers: Part 2 Fabrication, galvanizing, inspection and packing 6 IS 802(Part 3):1978 Code of practice for use of structural steel in overhead transmission line towers: Part 3 Testing, Code of practice for design, fabrication and erection of vertical mild steel cylindrical welded oil storage tanks (first revision), Specification for rectangular pressed steel tanks (first revision), Code of practice for use of steel in gravity water, Code of practice for use of steel tubes in general building construction (first revision), Dimensions for hot rolled steel beam, column, channel and angle sections (third Revision), Specification for cold formed light gauge structural steel sections (second revision), Code of practice for high strength bolts in steel structures (first revision), Code of practice for steel tubular scaffolding Part 1 Definitions and materials, Code of practice for design and construction of steel chimneys Part 1 Mechanical aspects (first revision), Code of practice for design and construction of steel chimneys Part 2 Structural aspects (first revision), Safety code for erection of structural steel work, Tolerances for fabrication of steel structures, Code of practice for design, fabrication, testing and installation of underground/above ground horizontal cylindrical storage tanks for petroleum products (first revision), Criteria for earthquake resistant design of structures (fourth revision), Criteria for earthquake resistant design of structures: Part 1 General Provisions and buildings (fifth revision), Criteria for earthquake resistant design of structures: Part 4 Industrial structures including stack-like structure, Code of practice for earthquake resistant design and construction of buildings (third revision), Recommendations for seismic instrumentation for river valley projects, Criteria for blast resistant design of structures for explosions above ground, Criteria for safety and design of structures subject to underground blasts, Improving earthquake resistance of earthen buildings –, Improving earthquake resistance of low strength masonry buildings - Guidelines, Ductile detailing of reinforced concrete structures subjected to seismic forces- Code of practice, Guidelines for evaluation, repair and seismic strengthening of masonry buildings (first revision). 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