Stability of Developing Flow in a Pipe—Nonparallel EffectsSource: Journal of Applied Mechanics:;1981:;volume( 048 ):;issue: 002::page 243DOI: 10.1115/1.3157604Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A theoretical investigation into the linear, spatial instability of the developing flow in a rigid circular pipe, incorporating the effects of nonparallelism of the main flow, has been made at several axial locations. The velocity profile in the developing flow region is obtained by a finite-difference method assuming uniform flow at the entry to the pipe. For the stability analysis, the continuity and momentum equations have been integrated separately using fourth-order Runge-Kutta integration scheme and applying selectively the Gram-Schmidt orthonormalization procedure to circumvent the parasitic error-growth problem. It is found that the critical frequency, obtained from different growth rates, decreases first sharply and then gradually with increasing X , where X = x/aR = X/R; x being the streamwise distance measured from the pipe inlet, a being the radius of the pipe, and R the Reynolds number based on a and average velocity of flow. However, the critical Reynolds number versus X curves pass through a minima. The minimum critical Reynolds number corresponding to gψ(X , O), the growth rate of stream function at the pipe axis, to gE (X ), the growth rate of energy density, and to the parallel flow theory are 9700 at X = 0.00325, 11,000 at X = 0.0035, and 11,700 at X = 0.0035, respectively. It is found that the actual developing flow remains unstable over a larger inlet length of the pipe than its parallel-flow approximate. The first instability of the flow on the basis of gψ(X , O), gE (X ) and the parallel flow theory, is found to occur in the range 30 ≤ X ≤ 36, 35 ≤ X ≤ 43, and 36 ≤ X ≤ 45, respectively. The critical Reynolds numbers obtained on the basis of gψ(X , O) are closest to the experimental values.
keyword(s): Stability , Flow (Dynamics) , Pipes , Reynolds number , Density , Momentum , Equations , Errors AND Finite difference methods ,
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| contributor author | V. K. Garg | |
| contributor author | S. C. Gupta | |
| date accessioned | 2017-05-08T23:10:22Z | |
| date available | 2017-05-08T23:10:22Z | |
| date copyright | June, 1981 | |
| date issued | 1981 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26177#243_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/94150 | |
| description abstract | A theoretical investigation into the linear, spatial instability of the developing flow in a rigid circular pipe, incorporating the effects of nonparallelism of the main flow, has been made at several axial locations. The velocity profile in the developing flow region is obtained by a finite-difference method assuming uniform flow at the entry to the pipe. For the stability analysis, the continuity and momentum equations have been integrated separately using fourth-order Runge-Kutta integration scheme and applying selectively the Gram-Schmidt orthonormalization procedure to circumvent the parasitic error-growth problem. It is found that the critical frequency, obtained from different growth rates, decreases first sharply and then gradually with increasing X , where X = x/aR = X/R; x being the streamwise distance measured from the pipe inlet, a being the radius of the pipe, and R the Reynolds number based on a and average velocity of flow. However, the critical Reynolds number versus X curves pass through a minima. The minimum critical Reynolds number corresponding to gψ(X , O), the growth rate of stream function at the pipe axis, to gE (X ), the growth rate of energy density, and to the parallel flow theory are 9700 at X = 0.00325, 11,000 at X = 0.0035, and 11,700 at X = 0.0035, respectively. It is found that the actual developing flow remains unstable over a larger inlet length of the pipe than its parallel-flow approximate. The first instability of the flow on the basis of gψ(X , O), gE (X ) and the parallel flow theory, is found to occur in the range 30 ≤ X ≤ 36, 35 ≤ X ≤ 43, and 36 ≤ X ≤ 45, respectively. The critical Reynolds numbers obtained on the basis of gψ(X , O) are closest to the experimental values. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Stability of Developing Flow in a Pipe—Nonparallel Effects | |
| type | Journal Paper | |
| journal volume | 48 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3157604 | |
| journal fristpage | 243 | |
| journal lastpage | 248 | |
| identifier eissn | 1528-9036 | |
| keywords | Stability | |
| keywords | Flow (Dynamics) | |
| keywords | Pipes | |
| keywords | Reynolds number | |
| keywords | Density | |
| keywords | Momentum | |
| keywords | Equations | |
| keywords | Errors AND Finite difference methods | |
| tree | Journal of Applied Mechanics:;1981:;volume( 048 ):;issue: 002 | |
| contenttype | Fulltext |