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| 1 | CHANGES IN CHANNEL PATTERN OF RIVER GANGA BETWEEN MUSTAFABAD AND RAJMAHAL, GANGETIC PLAINS SINCE 18TH CENTURY显示文摘Morphological analyses require quantitative description of river course by providing its equation. Such an equation is not possible as the river plan-form contains loops that cannot be described by it. To circumvent this difficulty a system of parametric equations is devised for describing the river plan-form.The system of equations was used to obtain morphological attributes like sinuosity and curvature. Using the plan-form data for the River Ganga for years 1780, 1828, 1853, 1935 and 1978 the parametric equations were setup for these years. The plan-forms were to study the changes in channel pattern,sinuosities and mode of movement of meander loops with time in the last two centuries and in the downstream direction in the Ganga River between Mustafabad and Rajmahal over about 900 km long course. | Prabhata K. SWAMEE Barham PARKASH Jayaprakash V THOMAS Satvindar SINGH | 2003 | International Journal of Sediment Research2003，18，3： | 3 |
| 2 | Exact solutions for normal depth problem显示文摘 | Swamee Prabhata K Rathie Pushpa N | 2004 | Journal of Hydraulic Research2004，42，5： | 1 |
| 3 | Nol~nal-depth equations for irrigation ca- nals显示文摘 | Swamee P K | 1994 | Journal of Irrigation and Drainage Enginee- ring1994，120，5： | 1 |
| 4 | Exact solutions for normal depth problem 显示文摘 | Swamee P K Rathie P N | 2004 | Journal of Hydraulic Research2004，42，5： | 1 |
| 5 | Optimum design of double pipe heat exchanger显示文摘 | Prabhata K Swamee Nitin Aggarwal Vijay Aggarwal | 2008 | International Journal of Heat and Mass Transfer2008，51，： | 1 |
| 6 | Bed - load and Suspended - load Transport of Nonuniform Sediments 显示文摘 | Prabhata K Swamee Chandra Shekhar P Ojha | 1991 | Journal of Hydraulic Engineering1991，117，6： | 1 |
| 7 | Sluice-gate discharge equation显示文摘 | Swamee P K | 1992 | Journal of Irrigation and Drainage Engineering ASCE1992，118，1： | 1 |
| 8 | Exact solutions for normal depth problem 显示文摘 | Swamee P K Rathie P N | 2004 | Journal of Hydraulic Research2004，42，5： | 1 |
| 9 | RESERVOIR CAPACITY DEPLETION ON ACCOUNT OF SEDIMENTATION显示文摘Capacity depletion is an important information required for planning of multipurpose reservoirs. It is a complex phenomenon involving diverse fields like surface hydrology, sediment transport, varied flow hydraulics and soil consolidation. Proper assessment of capacity reduction is helpful in ascertaining the life of the reservoir and the project benefits for cos^enefit analysis. In this study dimensionally consistent equations for deposition volume and the trap efficiency have been obtained. Methods of obtaining the parameters involved these equations have also been indicated. It was found that there is good agreement with the field data. It is hoped that the equations are useful to design engineer. | Prabhata K. SWAMEE Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India | 2001 | International Journal of Sediment Research2001，16，3： | 1 |
| 10 | Critical depth equations for irrigation canals显示文摘 | Swamee P K | | 0，，02： | 1 |
| 11 | Bed-load and suspended-load transport of nonuniform sediments显示文摘 | Swamee P K Ojha C S P | 1991 | Journal of Hydraulic Engineering1991，117，6： | 1 |
| 12 | Optimal irrigation canal sections显示文摘 | Swamee P K | 1995 | Journal of Irrigation and Drainage Engineering1995，121，： | 1 |
| 13 | Sluice-gate discharge equations 显示文摘 | Swamee P K | 1992 | Journal of Irrigation and Drainage Engineering ASCE1992，118，1： | 1 |
| 14 | Sluice-gate discharge equation显示文摘 | Swamee P K | 1992 | Journal of Irrigation and Drainage Engineering ASCE1992，118，1： | 1 |
| 15 | Exact equations for critical depth in trapezoidal canal显示文摘 | Swamee P K Rathie P N | 2005 | Irrig Drain Eng2005，131，5： | 1 |
| 16 | Sluice-gate discharge equation显示文摘 | SWAMEE P K | 1992 | Journal of Irrigation and Drainage Engineerin1992，118，1： | 1 |
| 17 | A computation method for consolidation coefficient 显示文摘 | Sivaram B Swamee P K | 1977 | Soils & Foundations1977，17，2： | 1 |
| 18 | A computation method for consolidation coefficient显示文摘 | Sivaram B Swamee P K | 1977 | Soils and Foundations1977，17，2： | 1 |
| 19 | Exact equations for critical depth in trapezoidal canal显示文摘 | Swamee P K Rathie P N | 2005 | Irrig Drain Eng2005，131，5： | 1 |
| 20 | Exact solutionsfor normal depth problem显示文摘 | Swamee Prabhata K Rathie Pushpa N | 2004 | Journal of HydraulicResearch2004，42，5： | 1 |
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