### Abstract

Time evolution of water surface oscillations in surge tanks is of importance in pipeline and hydropower engineering, and is often solved graphically or numerically because the associated nonlinear second order ordinary differential equation, with a quadratic damping term, cannot be solved exactly. This research then innovates an accurate approximation based on the Lambert function, Padé approximant, and elliptic integral. Specifically, (i) the characteristic length depends on the pipe-tank geometry, the system resistance, and an unsteady factor; and the characteristic time depends on the pipe-tank geometry, the gravity, and the unsteady factor, but independent of the system resistance; (ii) the surge transit squared velocity is approximated by a Padé approximant of order [2/1], resulting in a simple approximation for the surge tank water surface oscillations in terms of an elliptic integral of the second kind; and (iii) the approximate solution accurately reproduces numerical and laboratory data thereby being applicable in practice.

Original language | English (US) |
---|---|

Pages (from-to) | 657-667 |

Number of pages | 11 |

Journal | Journal of Hydraulic Research |

Volume | 55 |

Issue number | 5 |

DOIs | |

State | Published - Sep 3 2017 |

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### Keywords

- Damped oscillations
- Padé approximant
- hydraulic transients
- lambert function
- nonlinear differential equation
- surge tanks
- unsteady pipe flow

### ASJC Scopus subject areas

- Civil and Structural Engineering
- Water Science and Technology

### Cite this

*Journal of Hydraulic Research*,

*55*(5), 657-667. https://doi.org/10.1080/00221686.2017.1289267

**Time evolution of water surface oscillations in surge tanks.** / Guo, Junke; Woldeyesus, Kokob; Zhang, Jianmin; Ju, Xiaoming.

Research output: Contribution to journal › Article

*Journal of Hydraulic Research*, vol. 55, no. 5, pp. 657-667. https://doi.org/10.1080/00221686.2017.1289267

}

TY - JOUR

T1 - Time evolution of water surface oscillations in surge tanks

AU - Guo, Junke

AU - Woldeyesus, Kokob

AU - Zhang, Jianmin

AU - Ju, Xiaoming

PY - 2017/9/3

Y1 - 2017/9/3

N2 - Time evolution of water surface oscillations in surge tanks is of importance in pipeline and hydropower engineering, and is often solved graphically or numerically because the associated nonlinear second order ordinary differential equation, with a quadratic damping term, cannot be solved exactly. This research then innovates an accurate approximation based on the Lambert function, Padé approximant, and elliptic integral. Specifically, (i) the characteristic length depends on the pipe-tank geometry, the system resistance, and an unsteady factor; and the characteristic time depends on the pipe-tank geometry, the gravity, and the unsteady factor, but independent of the system resistance; (ii) the surge transit squared velocity is approximated by a Padé approximant of order [2/1], resulting in a simple approximation for the surge tank water surface oscillations in terms of an elliptic integral of the second kind; and (iii) the approximate solution accurately reproduces numerical and laboratory data thereby being applicable in practice.

AB - Time evolution of water surface oscillations in surge tanks is of importance in pipeline and hydropower engineering, and is often solved graphically or numerically because the associated nonlinear second order ordinary differential equation, with a quadratic damping term, cannot be solved exactly. This research then innovates an accurate approximation based on the Lambert function, Padé approximant, and elliptic integral. Specifically, (i) the characteristic length depends on the pipe-tank geometry, the system resistance, and an unsteady factor; and the characteristic time depends on the pipe-tank geometry, the gravity, and the unsteady factor, but independent of the system resistance; (ii) the surge transit squared velocity is approximated by a Padé approximant of order [2/1], resulting in a simple approximation for the surge tank water surface oscillations in terms of an elliptic integral of the second kind; and (iii) the approximate solution accurately reproduces numerical and laboratory data thereby being applicable in practice.

KW - Damped oscillations

KW - Padé approximant

KW - hydraulic transients

KW - lambert function

KW - nonlinear differential equation

KW - surge tanks

KW - unsteady pipe flow

UR - http://www.scopus.com/inward/record.url?scp=85014573602&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85014573602&partnerID=8YFLogxK

U2 - 10.1080/00221686.2017.1289267

DO - 10.1080/00221686.2017.1289267

M3 - Article

AN - SCOPUS:85014573602

VL - 55

SP - 657

EP - 667

JO - Journal of Hydraulic Research/De Recherches Hydrauliques

JF - Journal of Hydraulic Research/De Recherches Hydrauliques

SN - 0022-1686

IS - 5

ER -