River Hydraulics

<p>Preface<br>Introduction from the Editors<br>Acknowledgements</p><p>1&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Effect of bed permeability on flow turbulence in gravel-bed stream&nbsp; </p><p>Sai Rupesh and Dr.Ratul Das</p>2&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Study on Erosion and Undercut of Cohesive River Bank – An Experimental Approach <p></p><p>Vikas Kumar Das, Susanta Chaudhuri and Koustuv Debnath</p><p>3&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Hydraulic design of reservoir in permeable pavement for mitigating urban storm water &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Sanjeev Kumar Suman and Rajnish</p><p>4&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Analytical expression for measurement of discharge using conical obstruction in a small rectangular channel &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Ankur Kapoor, Aniruddha Ghare and Avinash Vasudeo</p><p>5&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Efficient numerical algorithm for flow field around vertically submerged tandem and aligned circular cylinders&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Abhijit Rout, Soni Parth Kaushikbhai and Arindam Sarkar</p><p>6&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Experimental and Numerical Analysis of Boundary Shear Stress in Non-Prismatic Compound Channel, Laxmikant Das, Kishanjit Kumar Khatua and Bhabani Shankar Das</p><p>7&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Turbulence flow statistics downstream of grids with various mesh size &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Pankaj Raushan, Santosh Singh and Koustuv Debnath</p><p>8&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Surge analysis of Long piping&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>S Ghule, P M Abdul Rahiman and K U Farande</p><p>9&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Review on hydraulics of meandering river&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Jyotirmoy Barman, Bimlesh Kumar and Jyotismita Taye</p><p>10&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Prediction of discharge coefficient for side rectangular weir using group method of data handling (gmdh)&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Ali Shariq, Ajmal Hussain and Mujib Ahmad Ansari</p>11&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Enhancement of energy disipation using combination of solid roller bucket and type ii stilling basin for ogee stepped spillway&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <p></p><p>Prakash Nangare and Alka Kote</p><p>12&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Estimation of coefficient of discharge for side compound weir using gmdh technique </p><p>Mujib Ahmad Ansari, Ajmal Hussain and Faisal Ahmed</p><p>13&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Flow distributions in compound channel with diverging floodplains&nbsp;&nbsp; </p>Bhabani Shankar Das, Kamalini Devi, Jnana Ranjan Khuntia and Kishanjit Kumar Khatua<p></p><p>14&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Boundary shear stress distributions in compound channels having narrowing and enlarging floodplains&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Kamalini Devi, Bhabani Shankar Das, Jnana Ranjan Khuntia and Dr. Kishanjit Kumar Khatua</p>15&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Turbulence characteristics in a vegetated open channel under unsteady flow conditions&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <p></p><p>Jnana Ranjan Khuntia, Kamalini Devi, Bhabani Shankar Das and Dr. Kishanjit Kumar Khatua</p><p>16&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Study of scour near pier of gandhi setu in ganga river&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </p><p>Binit Kumar and Vivekanand Singh</p><p>17&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Optimization of hydraulic design of URI-II Dam spillway, Jammu and Kashmir </p><p>V S Ramarao, M R Bhajantri and V V Bhosekar</p><p>18&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Modification of spillway SKI jump bucket subjected to higer tail water levels </p><p>V S Ramarao, M R Bhajantri, V V Bhosekar and K T More</p>19&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Prediction of submerged vegetated flow in a channel using gmdh-type neural network approach, Nekita Boraah and Bimlesh Kumar<p></p><p>20&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Turbulence flow statistics over a train of k-type roughness&nbsp;&nbsp;&nbsp; </p><p>Santosh Kumar Singh, Pankaj Kumar Raushan and Koustuv Debnath<br><br>Conclusion&nbsp;</p><p><br></p>
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