Auteur Swamee, Prabhata K.
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Documents disponibles écrits par cet auteur (7)
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Swamee, Prabhata K., Auteur ; Nimisha Swamee, Auteur |Closed noncircular sections are frequently employed for sewers carrying large discharges. The shapes of these sections are defined by a set of equations valid in a given range of depths. Thus, the flow parameters like average flow velocity, disc[...]![]()
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Swamee, Prabhata K., Auteur ; Chandra Shekhar P. Ojha, Auteur ; Talib Mansoor, Auteur |Skew weirs are used for reducing afflux while passing a certain discharge. Herein, the discharge characteristics of a sharp-crested skew weir are explored. The concept of elementary discharge coefficient is utilized for predicting the discharge.[...]![]()
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Swamee, Prabhata K., Auteur ; Singh, Sushil K., Auteur |A Computationally simple method for the estimation of aquifer hydraulic diffusivity from observed piezometric head variation because of an arbitrary variation in stream stage is proposed. The Method makes use of the Fourier series representation[...]![]()
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Swamee, Prabhata K., Auteur ; Rathie, Pushpa N., Auteur |The three basic and problems encountered in hydraulic engineering practice are the determination of the head loss, pipe diameter, and discharge. Out of these problems Swamee and Jain [J. Hydraul. Engng. ASCE 102 (1976) 657] gave exact solution f[...]![]()
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Swamee, Prabhata K., Auteur ; Nimisha Swamee, Auteur |The pipe flow equations for diameter and discharge are given separately for laminar and turbulent flows; and no equation is available for transition between these flows. As the diameter or discharge is unknown, it is not possible to find the flo[...]![]()
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Swamee, Prabhata K., Auteur ; Sharma, Nayan, Auteur ; Ambuj Dwivedi, Auteur |The applicability of Lacey’s equations is tested for the river Brahmaputra. It is found that the river follows the structure of Lacey’s regime equations. The perimeter and the area coefficients found in the modified regime equations are much hig[...]![]()
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Swamee, Prabhata K., Auteur |The Log normal distribution is frequently used in hydrological studies. However, the distribution is in the form of an integral that cannot be expressed in the form of elementary functions. Thus, the lognormal distribution cannot be used for ana[...]


