دورية أكاديمية

Theoretical Model of Suspended Sediment Concentration in a Flow with Submerged Vegetation

التفاصيل البيبلوغرافية
العنوان: Theoretical Model of Suspended Sediment Concentration in a Flow with Submerged Vegetation
المؤلفون: Da Li, Zhonghua Yang, Zhaohua Sun, Wenxin Huai, Jianhua Liu
المصدر: Water, Vol 10, Iss 11, p 1656 (2018)
بيانات النشر: MDPI AG, 2018.
سنة النشر: 2018
المجموعة: LCC:Hydraulic engineering
LCC:Water supply for domestic and industrial purposes
مصطلحات موضوعية: vegetation flow, diffusion theory, turbulent Schmidt number, two-layer, suspended sediment concentration, Hydraulic engineering, TC1-978, Water supply for domestic and industrial purposes, TD201-500
الوصف: Vegetation in natural river interacts with river flow and sediment transport. This paper proposes a two-layer theoretical model based on diffusion theory for predicting the vertical distribution of suspended sediment concentration in a flow with submerged vegetation. The suspended sediment concentration distribution formula is derived based on the sediment and momentum diffusion coefficients through the inverse of turbulent Schmidt number ( S c t ) or the parameter η which is defined by the ratio of sediment diffusion coefficient to momentum diffusion coefficient. The predicted profile of suspended sediment concentration moderately agrees with the experimental data. Sensitivity analyses are performed to elucidate how the vertical distribution profile responds to different canopy densities, hydraulic conditions and turbulent Schmidt number. Dense vegetation renders the vertical distribution profile uneven and captures sediment particles into the vegetation layer. For a given canopy density, the vertical distribution profile is affected by the Rouse number, which determines the uniformity of the sediment on the vertical line. A high Rouse number corresponds to an uneven vertical distribution profile.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2073-4441
Relation: https://www.mdpi.com/2073-4441/10/11/1656; https://doaj.org/toc/2073-4441
DOI: 10.3390/w10111656
URL الوصول: https://doaj.org/article/840d69d04a2e43ddbaa3569760372b6f
رقم الأكسشن: edsdoj.840d69d04a2e43ddbaa3569760372b6f
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:20734441
DOI:10.3390/w10111656