Civil Engineering - Hydraulics Tutorials (Size: 3.42 GB)
| | | Mod_9 Lec_2 Pipe Flow Losses in Pipe.webm | 117.21 MB |
| | | Mod_6 Lec_2 Design of Alluvial Channel.webm | 116.47 MB |
| | | Mod_2 Lec_4 Computation of Uniform Flow Part_2.webm | 116.01 MB |
| | | Mod_6 Lec_3 Design of Alluvial Channel_2.webm | 113.27 MB |
| | | Mod_5 Lec_3 Canal Design_1.webm | 110.49 MB |
| | | Mod_8 Lec_1 Pipe Flow Friction Loss.webm | 107.27 MB |
| | | Mod_4 Lec_1 Classification of Gradually Varied Flow.webm | 105.79 MB |
| | | Mod1 Lec_1 Introduction to Hydraulics.webm | 102.91 MB |
| | | Mod_3 Lec_3 Specific Force, Critical Depth & Sequent Depth.webm | 102.13 MB |
| | | Mod_3 Lec_4 Non_uniform Flow Gradually Varied Flow.webm | 100.98 MB |
| | | Mod_6 Lec_1 Canal Design_2.webm | 99.44 MB |
| | | Mod_3 Lec_2 Computation of Critical Depth.webm | 96.98 MB |
| | | Mod_1 Lec_2 Open Channel Hydraulic Part_1.webm | 96.72 MB |
| | | Mod_2 Lec_5 Uniform Flow in Mobile Boundary Channel.webm | 95.83 MB |
| | | Mod_6 Lec_5 Unsteady Flow Waves and its Classification.webm | 95.58 MB |
| | | Mod_6 Lec_4 Design of Alluvial Channel_3.webm | 94.8 MB |
| | | Mod_1 Lec_6 Conservation Principles & ioioGoverning Equations.webm | 94.1 MB |
| | | Mod_8 Lec_4 Pipe Network Analysis.webm | 94.04 MB |
| | | Mod_2 Lec_2 Uniform Flow Formula.webm | 94.04 MB |
| | | Mod_1 Lec_5 Practical use of velocity co_efficient in channel flow.webm | 93.35 MB |
| | | Mod_8 Lec_3 Pipe in Series & Parallel.webm | 93.2 MB |
| | | Mod_2 Lec_6 Incipient Motion Condition and Regime of Flow.webm | 92.41 MB |
| | | Mod_4 Lec_5 Computation of Gradually Varied Flow.webm | 90.16 MB |
| | | Mod_4 Lec_2 Characteristic of Gradually Varied Flow.webm | 89.21 MB |
| | | Mod_2 Lec_3 Computation of Uniform Flow Part_1.webm | 89.16 MB |
| | | Mod_9 Lec_1 Pipe Flow Friction Loss.webm | 88.87 MB |
| | | Mod_4 Lec_4 Gradually Varied Flow & its Computation.webm | 88.86 MB |
| | | Mod_4 Lec_7 Rapidly Varied Flow Hydraulic Jump.webm | 87.87 MB |
| | | Mod_5 Lec_2 Flow Over Hump and Channel Contraction.webm | 86.26 MB |
| | | Mod_8 Lec_2 Pipe Flow Losses in Pipes.webm | 86.12 MB |
Description
Civil Engineering - Hydraulics
Hydraulic engineering as a sub-discipline of civil engineering is concerned with the flow and conveyance of fluids, principally water and sewage. One feature of these systems is the extensive use of gravity as the motive force to cause the movement of the fluids. This area of civil engineering is intimately related to the design of bridges, dams, channels, canals, and levees, and to both sanitary and environmental engineering.
Hydraulic engineering is the application of fluid mechanics principles to problems dealing with the collection, storage, control, transport, regulation, measurement, and use of water. Before beginning a hydraulic engineering project, one must figure out how much water is involved. The hydraulic engineer is concerned with the transport of sediment by the river, the interaction of the water with its alluvial boundary, and the occurrence of scour and deposition. "The hydraulic engineer actually develops conceptual designs for the various features which interact with water such as spillways and outlet works for dams, culverts for highways, canals and related structures for irrigation projects, and cooling-water facilities for thermal power plants
Sharing Widget