# Elements for the Successful Computer Simulation of Sediment Management Strategies for Reservoirs

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## Abstract

**:**

## 1. Introduction

## 2. Physical Processes Associated with Sediment Management Alternatives

## 3. Equations and Computer Codes for Reservoir Sediment Management

#### 3.1. Summary of Basic Equations

#### 3.1.1. Three-Dimensional

#### 3.1.2. Two-Dimensional

#### 3.1.3. One-Dimensional

#### 3.2. Codes Used for Reservoir Sediment Management Assessment: Capabilities and Limitations

#### 3.2.1. One-Dimensional Models

#### 3.2.2. Two-Dimensional Models

#### 3.2.3. Three-Dimensional Models

## 4. Published Simulations of Reservoir Sediment Management

#### 4.1. Simulation of Longitudinal Sediment Profile in Reservoirs

#### 4.2. Route Sediments to Maintain Transport and Minimize Deposition

#### 4.3. Remove or Redistribute Sediment Deposits

## 5. Discussion

#### 5.1. Model Selection

#### 5.2. Route Sediments (Maintain Transport, Minimize Deposition)

#### 5.2.1. Sediment Bypass Tunnel

#### 5.2.2. Turbidity Current

#### 5.3. Remove or Redistribute Sediment Deposits

#### 5.3.1. Dredging

#### 5.3.2. Flushing

## 6. Conclusions

## Author Contributions

## Funding

## Conflicts of Interest

## Notation

A | flow area |

c | volumetric sediment concentration |

${c}_{b}$ | near-bed sediment concentration |

${c}_{be}$ | equilibrium near-bed sediment concentration |

$\overline{c}$ | depth averaged concentration |

$\stackrel{=}{c}$ | cross sectional-averaged concentration |

${\stackrel{=}{c}}_{*}$ | new carrying capacity |

D | deposition rate of sediment onto the bed |

E | entrainment rate of sediment from the bed |

g | gravitational acceleration |

h | water depth |

$p$ | pressure |

${q}_{b}$ | vectorial bed load rate |

${q}_{s}$ | suspended load transport rate |

Q | discharge |

${Q}_{b}$ | bed load transport rate |

${Q}_{s}$ | suspended load transport rate |

${S}_{0}$ | bed slope |

${S}_{f}$ | friction slope |

t | time |

u | flow velocity components in x direction |

$\overline{u}$ | depth-averaged flow velocity components in x direction |

$\stackrel{=}{u}$ | cross sectional-averaged flow velocity components in x direction |

v | flow velocity components in y direction |

$\overline{v}$ | depth-averaged flow velocity components in y direction |

w | flow velocity components in z direction |

${w}_{f}$ | sediment particle fall velocity |

${Z}_{b}$ | bottom elevation |

$\propto $ | dimensionless coefficient that characterizes the rate at which the new carrying capacity is attained |

ρ | density of sediment water mixture |

${\u03f5}_{s}$ | the eddy diffusivity of sediment-particle transport |

$\overline{{\u03f5}_{s}}$ | depth-averaged the eddy diffusivity of sediment-particle transport |

$\eta $ | porosity of bed sediment |

${\tau}_{bi}$ | shear stresses acting on the channel bottom (i = x, y) |

${\tau}_{si}$ | shear stresses acting on the water surface (i = x, y) |

${\upsilon}_{t}$ | eddy viscosity |

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**Figure 1.**Classification of methods to manage reservoir sedimentation, Reproduced with permission from [9].

Sediment Management Technique | Sediment Management Category and Dominant Physical Processes to be Simulated by Computer Codes |
---|---|

Route Sediments | |

Sediment bypass tunnel | Sediment distribution in water column, wear on tunnel perimeter, sediment transport in supercritical flow, splitting sediments at intake |

Sediment pass-through | |

Drawdown and sluicing | Sediment suspension, multiple grain size sediment transport |

Turbidity current | Hyper-concentrated flow, sediment entrainment and deposition, plume momentum, diffusion |

Hydrosuction Sediment Removal System (HSRS) | Sediment entrainment, slurry transport in pipes, sufficient head difference |

Remove Deposits | |

Flushing | Sediment entrainment, multiple grain size sediment transport, bank stability |

Pressure flushing | Incipient motion, cohesive sediment transport |

Hydraulic dredging | Sediment cohesion, slurry transport in pipes |

HSRS | Sediment entrainment, slurry transport in pipes, incipient motion |

Dimensionality | 1-D | 2-D | 3-D | |||
---|---|---|---|---|---|---|

Process | Simulation of longitudinal sediment profile in reservoirs | |||||

Gibson and Pridal [31] | HEC-RAS | Omer et al. [38] | Delft3D | |||

Amini et al. [32] | HEC-RAS | |||||

Mohammad et al. [33] | HEC-RAS | |||||

Castillo et al. [34] | HEC-RAS | |||||

Nohani and Afrous [36] | GSTARS3 | |||||

Launay et al. [37] | RS3Rhône 1-D | |||||

Process | Route Sediments (maintain transport, minimize deposition) | |||||

Turbidity current | Huang et al. [43] | SRH-2D | Mohammadnezhad et al. [40] | Mike 3 | ||

An and Julien [41] | FLOW-3D | |||||

Georgoulas et al. [42] | Fluent | |||||

Bypass Tunnel | Lai and Wu [44] | SRH-2D | ||||

Sixta et al. [22] | SRH-2D | |||||

Process | Remove or Redistribute Sediment Deposits | |||||

Flushing | Gibson and Boyd [45] | HEC-RAS | Castellet et al. [48] | Iber | Scheuerlein et al. [49] Rodriguez et al. [50] | SSIIM FLOW-3D |

Tagavifar and Adib [46] | GSTARS3 | Chen and Tsai [10] | PSED | |||

Shooshtari et al. [47] | GSTARS4 | Amini et al. [32] | BASEMENT 2D | |||

Ahn and Yang [17] | GSTARS.3 | Ermilov et al. [27] | TELEMAC | |||

Dredging | USSD, 2015 | HEC-RAS |

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**MDPI and ACS Style**

Anari, R.; Hotchkiss, R.H.; Langendoen, E.J.
Elements for the Successful Computer Simulation of Sediment Management Strategies for Reservoirs. *Water* **2020**, *12*, 714.
https://doi.org/10.3390/w12030714

**AMA Style**

Anari R, Hotchkiss RH, Langendoen EJ.
Elements for the Successful Computer Simulation of Sediment Management Strategies for Reservoirs. *Water*. 2020; 12(3):714.
https://doi.org/10.3390/w12030714

**Chicago/Turabian Style**

Anari, Razieh, Rollin H. Hotchkiss, and Eddy J. Langendoen.
2020. "Elements for the Successful Computer Simulation of Sediment Management Strategies for Reservoirs" *Water* 12, no. 3: 714.
https://doi.org/10.3390/w12030714