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Lateral distribution of sediment and phosphorus in a two-stage ditch with partial emergent vegetation on the floodplain

Abstract

Two-stage channels are effective drainage facilities because they can decrease soil erosion and nutrient loss effectively. The lateral distribution of streamwise velocity in two-stage channels has been substantially studied. However, knowledge about the lateral distribution of sediment and phosphorus in two-stage channels with emergent vegetation on the floodplain are limited. In this work, flume experiments were conducted to investigate the relationship between current and transport of sediment and phosphorus. Results show that lateral distributions of total suspended sediment (TSS), particulate phosphorus (PP), and dissolved phosphorus (DP) are affected by the lateral variation of streamwise velocity, i.e., larger TSS and DP were found in the main channel, while larger PP appeared in the floodplain. Besides, theoretical models for the lateral distribution of TSS and DP were presented. Three models were adopted to predict the depth-averaged streamwise velocity, and corresponding results have been used to predict the TSS and DP. Comparisons indicated that with a high-precision velocity model, the newly presented analytical models can give satisfied predictions of the lateral distributions of TSS and DP.

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Abbreviations

a :

distance from the side wall of the main channel

a z :

vertical distance to the channel bed

A v :

cross-sectional area of a single rod

B :

total width of the channel

b f :

width of floodplain

C :

DP concentration

C d :

depth-averaged DP concentration

C e :

equilibrium concentration of DP in water

C f :

drag force coefficient

C dinlet :

dissolved phosphorus concentration at inlet

C pinlet :

particulate phosphorus concentration at inlet

C p :

particulate concentration of the nutrient

C s :

quantity of nutrient adsorption

D :

particle diameter

D t :

nutrient diffusion coefficient along y axis

D z :

nutrient diffusion coefficient along z axis

D :

dimensionless particle diameter

D v :

diameter of single plant

f :

Darcy-Weisbach friction factor

g :

gravitation acceleration

H :

flow depth

H mc :

water depth in main channel

H fp :

water depth in floodplain

k :

von Karman constant

K :

secondary current intensity coefficient

k s :

equivalent sand roughness height

n :

Manning coefficient of the main channel

n f :

comprehensive roughness of floodplain

N v :

number of vegetation 3 per unit area

P :

wetted perimeter

Q :

discharge

R :

hydraulic radius

S a :

lateral reference concentration of sediment

S az :

vertical reference concentration of sediment

S :

sediment concentration

S inlet :

sediment concentration at the inlet

S d :

depth-averaged sediment concentration

S dc :

depth-averaged transport capacity of sediment

S 0 :

longitudinal bed slope

U d :

depth-averaged velocity

u :

friction velocity

α :

vegetation porosity

ρ :

density of fluid

ρ s :

density of sediment

ξ :

eddy viscosity coefficient

ω :

settling velocity

ω d :

depth-averaged settling velocity

ε sy :

sediment dispersion coefficient along y axis

ε sz :

sediment dispersion coefficient along z axis

ξ non −  vegetated :

lateral eddy viscosity coefficients in the non-vegetated

ξ vegetated :

lateral eddy viscosity coefficients in the vegetated domains

Φ :

Rouse number

λ :

vegetation density

ν :

flow kinematic viscosity

Γ :

secondary current term

U dMan :

velocity obtained from Manning’s equation

Ω :

first-order rate constant

ψ 1 :

rate constant for the chemical reaction

ψ 2 :

rate constant for the biomass reaction

References

  • Aberle J, Järvelä J (2013) Flow resistance of emergent rigid and flexible floodplain vegetation. J Hydraul Res 51(1):33–45

    Google Scholar 

  • Abril JB, Knight DW (2004) Stage-discharge prediction for rivers in flood applying a depth-averaged model. J Hydraul Res 42(6):616–629

    Google Scholar 

  • Ackers P (1993) Flow formulae for straight two-stage channels. J Hydraul Res 31(4):509–531

    Google Scholar 

  • Alonso CV, Neibling WH, Foster GR (1981) Estimating sediment transport capacity in watershed modeling. Trans ASAE 24(5):1211–1220

    Google Scholar 

  • Anggara KGA, Kitada T (2004) Numerical simulation of water quality response to nutrient loading and sediment resuspension in Mikawa Bay, central Japan: quantitative evaluation of the effects of nutrient-reduction measures on algal blooms. Hydrol Process 18(16):3037–3059

    Google Scholar 

  • Bai Y, Gao J, Zhang T (2019) Numerical simulation of phosphorus release with sediment suspension under hydrodynamic condition in mochou lake, China. Water 11(2):370

    Google Scholar 

  • Bowes MJ, House WA, Hodgkinson RA (2003) Phosphorus dynamics along a river continuum. Sci Total Environ 313(1-3):199–212

    CAS  Google Scholar 

  • Chao X, Jia Y, Cooper CM, Shields FD Jr, Wang SS (2006) Development and application of a phosphorus model for a shallow oxbow lake. J Environ Eng 132(11):1498–1507

    CAS  Google Scholar 

  • Chapman JA, Wilson BN, Gulliver JS (2015) Drag force parameters of rigid and flexible vegetal elements. Water Resour Res 51(5):3292–3302

    Google Scholar 

  • Chapra SC, Canale RP (1991) Long-term phenomenological model of phosphorus and oxygen for stratified lakes. Water Res 25(6):707–715

    CAS  Google Scholar 

  • Chen B (2013) Contaminant transport in a two-zone wetland: dispersion and ecological degradation. J Hydrol 488:118–125

    CAS  Google Scholar 

  • Cheng NS (2003) A diffusive model for evaluating thickness of bedload layer. Adv Water Resour 26(8):875–882

    Google Scholar 

  • Choi SU, Lee J (2014) Assessment of total sediment load in rivers using lateral distribution method. J Hydro Environ Res 9(3):381–387

    Google Scholar 

  • Choi SU, Lee J (2015) Prediction of total sediment load in sand-bed rivers in Korea using lateral distribution method. J Am Water Resour Assoc 51(1):214–225

    Google Scholar 

  • Christopher SF, Tank JL, Mahl UH, Yen H, Arnold JG, Trentman MT, Kelly-Gerreyn BA, Royer TV (2017) Modeling nutrient removal using watershed-scale implementation of the two-stage ditch. Ecol Eng 108:358–369

    Google Scholar 

  • Davis RT, Tank JL, Mahl UH, Winikoff SG, Roley SS (2015) The influence of two-stage ditches with constructed floodplains on water column nutrients and sediments in agricultural streams. J Am Water Resour Assoc 51(4):941–955

    Google Scholar 

  • Ervine DA, Babaeyan-Koopaei K, Sellin RH (2000) Two-dimensional solution for straight and meandering overbank flows. J Hydraul Eng 126(9):653–669

    Google Scholar 

  • Farzadkhoo M, Keshavarzi A, Hamidifar H, Javan M (2018) A comparative study of longitudinal dispersion models in rigid vegetated compound meandering channels. J Environ Manag 217:78–89

    CAS  Google Scholar 

  • Fischer-Antze T, Stoesser T, Bates P, Olsen NRB (2001) 3D numerical modelling of open-channel flow with submerged vegetation. J Hydraul Res 39(3):303–310

    Google Scholar 

  • Folkard AM (2011) Flow regimes in gaps within stands of flexible vegetation: laboratory flume simulations. Environ Fluid Mech 11(3):289–306

    Google Scholar 

  • Ghoshal K, Pal D (2014) An analytical model for bedload layer thickness. Acta Mech 225(3):701–714

    Google Scholar 

  • Gill WN, Ananthakrishnan V (1967) Laminar dispersion in capillaries: part IV. The slug stimulus. AICHE J 13(4):801–807

    CAS  Google Scholar 

  • Graf WH, Cellino M (2002) Suspension flows in open channels; experimental study. J Hydraul Res 40(4):435–447

    Google Scholar 

  • Greimann BP, Muste M, Holly FM Jr (1999) Two-phase formulation of suspended sediment transport. J Hydraul Res 37(4):479–500

    Google Scholar 

  • Gu L, Zhao XX, Xing LH, Jiao ZN, Hua ZL, Liu XD (2019) Longitudinal dispersion coefficients of pollutants in compound channels with vegetated floodplains. J Hydrodyn 31(4):740–749

    Google Scholar 

  • Gualtieri C, Mucherino C (2008) Comments on “Development of an empirical equation for the transverse dispersion coefficient in natural streams” by Tae Myoung Jeon, Kyong Oh Baek and Il Won Seo. Environ Fluid Mech 8(1):97–100

    Google Scholar 

  • Guan Y (2003) Simulation of dispersion in compound channels. Dissertation, École Polytechnique Féderale de Lausanne.

  • Han L, Zeng Y, Chen L, Huai W (2016) Lateral velocity distribution in open channels with partially flexible submerged vegetation. Environ Fluid Mech 16(6):1267–1282

    CAS  Google Scholar 

  • Hodaj A, Bowling LC, Frankenberger JR, Chaubey I (2017) Impact of a two-stage ditch on channel water quality. Agric Water Manag 192:126–137

    Google Scholar 

  • Hu C, Ji Z, Guo Q (2010) Flow movement and sediment transport in compound channels. J Hydraul Res 48(1):23–32

    Google Scholar 

  • Huai WX, Xu ZG, Yang ZH, Zeng YH (2008) Two dimensional analytical solution for a partially vegetated compound channel flow. Appl Math Mech 29(8):1077–1084

    Google Scholar 

  • Huai WX, Gao M, Zeng YH, Li D (2009) Two-dimensional analytical solution for compound channel flows with vegetated floodplains. Appl Math Mech 30(9):1121–1130

    Google Scholar 

  • Imboden DM (1974) Phosphorus model of lake eutrophication. Limnol Oceanogr 19(2):297–304

    CAS  Google Scholar 

  • Ishikawa M, Nishimura H (1989) Mathematical model of phosphate release rate from sediments considering the effect of dissolved oxygen in overlying water. Water Res 23(3):351–359

    CAS  Google Scholar 

  • James CS (1987) The distribution of fine sediment deposits in compound channel systems. Water SA 13(1):7–14

    Google Scholar 

  • James RT, Martin J, Wool T, Wang PF (1997) A sediment resuspension and water quality model of Lake Okeechobee. J Am Water Resour Assoc 33(3):661–678

    CAS  Google Scholar 

  • James CS, Birkhead AL, Jordanova AA, O'sullivan JJ (2004) Flow resistance of emergent vegetation. J Hydraul Res 42(4):390–398

    Google Scholar 

  • Javadi AA, Al-Najjar MM (2007) Finite element modeling of contaminant transport in soils including the effect of chemical reactions. J Hazard Mater 143(3):690–701

    CAS  Google Scholar 

  • Jiang J, Law AWK, Cheng NS (2004) Two-phase modeling of suspended sediment distribution in open channel flows. J Hydraul Res 42(3):273–281

    Google Scholar 

  • Krider L, Magner J, Hansen B, Wilson B, Kramer G, Peterson J, Nieber J (2017) Improvements in fluvial stability associated with two-stage ditch construction in Mower County, Minnesota. J Am Water Resour Assoc 53(4):886–902

    Google Scholar 

  • Kumwimba MN, Zhu B, Muyembe DK (2017) Assessing the influence of different plant species in drainage ditches on mitigation of non-point source pollutants (N, P, and sediments) in the Purple Sichuan Basin. Environ Monit Assess 189(6):267

    Google Scholar 

  • Kumwimba MN, Meng F, Iseyemi O, Moore MT, Zhu B, Tao W, Liang TJ, Ilunga L (2018) Removal of non-point source pollutants from domestic sewage and agricultural runoff by vegetated drainage ditches (VDDs): Design, mechanism, management strategies, and future directions. Sci Total Environ 639:742–759

    Google Scholar 

  • Le FN, Lewis GD (2003) The role of resuspension in enterococci distribution in water at an urban beach. Water Sci Technol J Int Assoc Water Pollut Res 47(3):205

    Google Scholar 

  • Lean DRS (1973) Phosphorus dynamics in lake water. Science 179(4074):678–680

    CAS  Google Scholar 

  • Li Z, Tang H, Xiao Y, Zhao H, Li Q, Ji F (2016) Factors influencing phosphorus adsorption onto sediment in a dynamic environment. J Hydro Environ Res 10:1–11

    Google Scholar 

  • Lin B, Shiono K (1995) Numerical modelling of solute transport in compound channel flows. J Hydraul Res 33(6):773–788

    Google Scholar 

  • Liu C, Luo X, Liu X, Yang K (2013) Modeling depth-averaged velocity and bed shear stress in compound channels with emergent and submerged vegetation. Adv Water Resour 60:148–159

    Google Scholar 

  • Mahl UH, Tank JL, Roley SS, Davis RT (2015) Two-stage ditch floodplains enhance N-removal capacity and reduce turbidity and dissolved P in agricultural streams. J Am Water Resour Assoc 51(4):923–940

    CAS  Google Scholar 

  • Mazumder BS, Ghoshal K (2006) Velocity and concentration profiles in uniform sediment-laden flow. Appl Math Model 30(2):164–176

    Google Scholar 

  • Merkhali SP, Ehteshami M, Sadrnejad SA (2015) Assessment quality of a nonuniform suspended sediment transport model under unsteady flow condition (case study: Aras River). Water Environ J 29(4):489–498

    Google Scholar 

  • Milek JT, Neuberger M (1972) Linear electrooptic modular materials. Springer, Boston

    Google Scholar 

  • Ng CO (2000) Chemical transport associated with discharge of contaminated fine particles to a steady open-channel flow. Phys Fluids 12(1):136–144

    CAS  Google Scholar 

  • Nguyen L, Sukias J (2002) Phosphorus fractions and retention in drainage ditch sediments receiving surface runoff and subsurface drainage from agricultural catchments in the North Island, New Zealand. Agric Ecosyst Environ 92(1):49–69

    Google Scholar 

  • Nie S, Sun H, Zhang Y, Chen D, Chen W, Chen L, Schaefer S (2017) Vertical distribution of suspended sediment under steady flow: existing theories and fractional derivative model. Discret Dyn Nat Soc. https://doi.org/10.1155/2017/5481531

    Google Scholar 

  • Pal D, Ghoshal K (2017) Hydrodynamic interaction in suspended sediment distribution of open channel turbulent flow. Appl Math Model 49:630–646

    Google Scholar 

  • Rameshwaran P, Shiono K (2007) Quasi two-dimensional model for straight overbank flows through emergent. J Hydraul Res 45(3):302–315

    Google Scholar 

  • Reddy KR, Fisher MM, Ivanoff D (1996) Resuspension and diffusive flux of nitrogen and phosphorus in a hypereutrophic lake. J Environ Qual 25(2):363–371

    CAS  Google Scholar 

  • Rijn LCV (1984) Sediment transport, part II: suspended load transport. J Hydraul Eng 110(11):1613–1641

    Google Scholar 

  • Roley SS, Tank JL, Tyndall JC, Witter JD (2016) How cost-effective are cover crops, wetlands, and two-stage ditches for nitrogen removal in the Mississippi River Basin? Water Resourc Econ 15:43–56

    Google Scholar 

  • Sharpley AN (1995) Soil phosphorus dynamics: agronomic and environmental impacts. Ecol Eng 5(2-3):261–279

    Google Scholar 

  • Shiono K, Knight DW (1991) Turbulent open-channel flows with variable depth across the channel. J Fluid Mech 222:617–646

    Google Scholar 

  • Shiono K, Feng T (2003) Turbulence measurements of dye concentration and effects of secondary flow on distribution in open channel flows. J Hydraul Eng 129(5):373–384

    Google Scholar 

  • Shiono K, Scott CF, Kearney D (2003) Predictions of solute transport in a compound channel using turbulence models. J Hydraul Res 41(3):247–258

    Google Scholar 

  • Simoes FJ, Wang SSY (1997) Numerical prediction of three-dimensional mixing in a compound open channel. J Hydraul Res 35(5):619–642

    Google Scholar 

  • Šimůnek J, Jacques D, Twarakavi N, Genuchten M (2009) Selected HYDRUS modules for modeling subsurface flow and contaminant transport as influenced by biological processes at various scales. Biologia 64(3):465–469

    Google Scholar 

  • Song Z, Wu T, Xu F, Li R (2008) A simple formula for predicting settling velocity of sediment particles. Water Sci Eng 1(1):37–43

    Google Scholar 

  • Stephenson D, Kolovopoulos P (1990) Effects of momentum transfer in compound channels. J Hydraul Eng 116(12):1512–1522

    Google Scholar 

  • Stone BM, Shen HT (2002) Hydraulic resistance of flow in channels with cylindrical roughness. J Hydraul Eng 128(5):500–506

    Google Scholar 

  • Sun X, Shiono K (2009) Flow resistance of one-line emergent vegetation along the floodplain edge of a compound open channel. Adv Water Resour 32(3):430–438

    Google Scholar 

  • Tang X, Knight DW (2009) Lateral distributions of streamwise velocity in compound channels with partially vegetated floodplains. Sci China Ser E Technol Sci 52(11):3357–3362

    Google Scholar 

  • Tanino Y, Nepf HM (2008) Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. J Hydraul Eng 134(1):34–41

    Google Scholar 

  • Tominaga A, Nezu I (1991) Turbulent structure in compound open-channel flows. J Hydraul Eng 117(1):21–41

    Google Scholar 

  • Västilä K, Järvelä J (2011) Environmentally preferable two-stage drainage channels: considerations for cohesive sediments and conveyance. Int J River Basin Manag 9(3-4):171–180

    Google Scholar 

  • Wang ZQ, Cheng NS (2006) Time-mean structure of secondary flows in open channel with longitudinal bedforms. Adv Water Resour 29(11):1634–1649

    Google Scholar 

  • Wang XQ, Liu ZC, Miao JL, Zuo N (2015) Relationship between nutrient pollutants and suspended sediments in upper reaches of Yangtze River. Water Sci Eng 8(2):121–126

    Google Scholar 

  • Wang Z, Zhang TQ, Tan CS, Vadas P, Qi ZM, Wellen C (2018) Modeling phosphorus losses from soils amended with cattle manures and chemical fertilizers. Sci Total Environ 639:580–587

    CAS  Google Scholar 

  • White BL, Nepf HM (2008) A vortex-based model of velocity and shear stress in a partially vegetated shallow channel. Water Resour Res. https://doi.org/10.1029/2006WR005651

  • Wilson CAME (2007) Flow resistance models for flexible submerged vegetation. J Hydrol 342(3):213–222

    Google Scholar 

  • Wood IR, Liang T (1989) Dispersion in an open channel with a step in the cross-section. J Hydraul Res 27(5):587–601

    Google Scholar 

  • Wu W, Shields FD, Bennett SJ, Wang SS (2005) A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation. Water Resour Res. https://doi.org/10.1029/2004WR003730

  • Yuan L, Han L, Bo W, Chen H, Gao W, Chen B (2017) Simulated oil release from oil-contaminated marine sediment in the Bohai Sea, China. Mar Pollut Bull 118(1):79–84

    CAS  Google Scholar 

  • Zahiri A, Tang X, Sharifi S (2017) Optimal prediction of lateral velocity distribution in compound channels. Int J River Basin Manag 15(3):257–263

    Google Scholar 

  • Zeng L, Zhao YJ, Chen B, Ji P, Wu YH, Feng L (2014) Longitudinal spread of bicomponent contaminant in wetland flow dominated by bank-wall effect. J Hydrol 509:179–187

    CAS  Google Scholar 

  • Zhang W, Jia Q, Chen X (2014) Numerical simulation of flow and suspended sediment transport in the distributary channel networks. J Appl Math 2014(11):412–426

    Google Scholar 

  • Zhang M, Jiang C, Huang H, Nanson GC, Chen Z, Yao W (2017) Analytical models for velocity distributions in compound channels with emerged and submerged vegetated floodplains. Chin Geogr Sci 27(4):577–588

    Google Scholar 

  • Zhang S, Liu Y, Zhang J, Liu Y, Wang Z (2018) Study of the impact of vegetation direction and slope on drag coefficient. Iranian J Sci Technol Trans Civil Eng 42(4):381–390

    Google Scholar 

  • Zheng J, Li RJ, Qing F, Lu SS (2013) Vertical profiles of fluid velocity and suspended sediment concentration in nearshore. Int J Sediment Res 28(3):406–412

    Google Scholar 

  • Zhong D, Wang G, Sun Q (2011) Transport equation for suspended sediment based on two-fluid model of solid/liquid two-phase flows. J Hydraul Eng 137(5):530–542

    Google Scholar 

  • Zong L, Nepf H (2010) Flow and deposition in and around a finite patch of vegetation. Geomorphology 116(3-4):363–372

    Google Scholar 

  • Zyserman JA, Fredsøe J (1994) Data analysis of bed concentration of suspended sediment. J Hydraul Eng 120(9):1021–1042

    Google Scholar 

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Funding

This work was supported in part by the National Research and Development Program of China (No. 2016YFA0600901), the National Natural Science Foundation of China (51879197, 51622905), Hubei Natural Science Foundation (2018CFA010), and CAS Interdisciplinary Innovation Team, and 111 Project (B18037).

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Correspondence to Yuhong Zeng.

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Bai, Y., Zeng, Y. Lateral distribution of sediment and phosphorus in a two-stage ditch with partial emergent vegetation on the floodplain. Environ Sci Pollut Res 26, 29351–29365 (2019). https://doi.org/10.1007/s11356-019-06118-6

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Keywords

  • Dissolved phosphorus
  • Particulate phosphorus
  • Total suspended sediment
  • Two-stage channel
  • Vegetation
  • Streamwise velocity