Application of incomplete similarity theory to the estimation of the mean velocity of debris flows

Landslides ◽  
2018 ◽  
Vol 15 (10) ◽  
pp. 2083-2091 ◽  
Author(s):  
Tao Wang ◽  
Jiangang Chen ◽  
Xiaoqing Chen ◽  
Yong You ◽  
Niansheng Cheng

Before any distribution of mean velocity can be calculated from mixture length theories of turbulent motion, some assumption must be made concerning the mixture length. The only theory so far proposed which yields a formula for the length involved is Kármán’s similarity theory (Kármán 1930 a , b , 1932, 1934 a , pp.7-9 ,1934 b ; see also Noether 1931, 1933; Betz 1931; Dedebant, Schereschewsky and Wehrle 1934; Prandtl 1935). The assumptions of the theory have not, however, been sufficiently tested yet, and further research is needed. Moreover, even in the cases of the fairly simple mean motions to which the theory has so far been applied, there are regions in the field of flow where the assumptions break down, so that care is needed in the applications. It is assumed (1) that the turbulence mechanism is independent of the viscosity (except in the viscous layers near the walls); (2) that in comparing the turbulence mechanisms at two different points, consideration of the fields of turbulent flow may be restricted to the immediate neighbourhoods of these points; and (3) that the turbulence flow patterns at different points are similar (relative to frames of reference moving with the mean velocities at the points), and differ only in the scales of length and time (or velocity). The last assumption implies constant correlation between any two turbulent velocity components: if u, v, w denote the turbulent velocity components, the ratios u 2 ‾ : v 2 ‾ : w 2 ‾ : uv ‾ : vw ‾ : wu ‾ should, in fact, all be constant. Kármán (1934 a , fig. 7; 1934 b , fig. 6) has published curves of uv ‾ / u 2 ‾ for two-dimensional (mean) flow between parallel walls, obtained from measurements by Reichardt and by Wattendorf and Kuethe. The experimental points are rather scattered, but the curves show a fairly constant value for the ratio except near the walls and over the middle 0·6 h of the channel, where 2 h denotes the distance between the walls. Near the walls there is a marked departure from a constant value only when the viscous layer is approached. (The width of the viscous layer is of the order of 30 v / U r , where v is the kinematic viscosity and U r is the so-called “friction velocity”, defined by ρ U 2 r = r 2 0 , r 0 being the intensity of the wall friction.) In the middle of the channel the ratio falls to zero, showing that there is no correlation between u and v , a result to be expected from considerations of symmetry.


Author(s):  
Dongrong Zhang

Abstract It has long been known from measurements that buoyant motions cause the mean-velocity profile (MVP) in thermally-stratified, wall-bounded turbulent flows to significantly deviate from its constant-density counterpart. Theoretical analysis has restricted attention to an “intermediate layer” of the MVP, akin to the celebrated “log layer” in the constant-density case. Here, for thermally-stratified plane-Couette flows, we study the shape and scaling of the whole MVP. We elucidate the mechanisms that dictate the shape of the MVP by using the framework of the spectral link (Gioia et al.; 2010), and obtain scaling laws for the whole MVP by generalizing the Monin-Obukhov similarity theory.


1979 ◽  
Vol 44 (3) ◽  
pp. 700-710 ◽  
Author(s):  
Ivan Fořt ◽  
Hans-Otto Möckel ◽  
Jan Drbohlav ◽  
Miroslav Hrach

Profiles of the mean velocity have been analyzed in the stream streaking from the region of rotating standard six-blade disc turbine impeller. The profiles were obtained experimentally using a hot film thermoanemometer probe. The results of the analysis is the determination of the effect of relative size of the impeller and vessel and the kinematic viscosity of the charge on three parameters of the axial profile of the mean velocity in the examined stream. No significant change of the parameter of width of the examined stream and the momentum flux in the stream has been found in the range of parameters d/D ##m <0.25; 0.50> and the Reynolds number for mixing ReM ##m <2.90 . 101; 1 . 105>. However, a significant influence has been found of ReM (at negligible effect of d/D) on the size of the hypothetical source of motion - the radius of the tangential cylindrical jet - a. The proposed phenomenological model of the turbulent stream in region of turbine impeller has been found adequate for values of ReM exceeding 1.0 . 103.


2021 ◽  
Vol 4 ◽  
pp. 100207
Author(s):  
Muhammad Iqbal Basri ◽  
Ida Farida ◽  
Yudy Goysal ◽  
Jumraini Tammasse ◽  
Muhammad Akbar

Water ◽  
2021 ◽  
Vol 13 (7) ◽  
pp. 883
Author(s):  
Nargess Moghaddassi ◽  
Seyed Habib Musavi-Jahromi ◽  
Mohammad Vaghefi ◽  
Amir Khosrojerdi

As 180-degree meanders are observed in abundance in nature, a meandering channel with two consecutive 180-degree bends was designed and constructed to investigate bed topography variations. These two 180-degree mild bends are located between two upstream and downstream straight paths. In this study, different mean velocity-to-critical velocity ratios have been tested at the upstream straight path to determine the meander’s incipient motion. To this end, bed topography variations along the meander and the downstream straight path were addressed for different mean velocity-to-critical velocity ratios. In addition, the upstream bend’s effect on the downstream bend was investigated. Results indicated that the maximum scour depth at the downstream bend increased as a result of changing the mean velocity-to-critical velocity ratio from 0.8 to 0.84, 0.86, 0.89, 0.92, 0.95, and 0.98 by, respectively, 1.5, 2.5, 5, 10, 12, and 26 times. Moreover, increasing the ratio increased the maximum sedimentary height by 3, 10, 23, 48, 49, and 56 times. The upstream bend’s incipient motion was observed for the mean velocity-to-critical velocity ratio of 0.89, while the downstream bend’s incipient motion occurred for the ratio of 0.78.


Author(s):  
Armando Félix Quiñonez ◽  
Guillermo E Morales Espejel

This work investigates the transient effects of a single subsurface inclusion over the pressure, film thickness, and von Mises stress in a line elastohydrodynamic lubrication contact. Results are obtained with a fully-coupled finite element model for either a stiff or a soft inclusion moving at the speed of the surface. Two cases analyzed consider the inclusion moving either at the same speed as the mean velocity of the lubricant or moving slower. Two additional cases investigate reducing either the size of the inclusion or its stiffness differential with respect to the matrix. It is shown that the well-known two-wave elastohydrodynamic lubrication mechanism induced by surface features is also applicable to the inclusions. Also, that the effects of the inclusion become weaker both when its size is reduced and when its stiffness approaches that of the matrix. A direct comparison with predictions by the semi-analytical model of Morales-Espejel et al. ( Proc IMechE, Part J: J Engineering Tribology 2017; 231) shows reasonable qualitative agreement. Quantitatively some differences are observed which, after accounting for the semi-analytical model's simplicity, physical agreement, and computational efficiency, may then be considered as reasonable for engineering applications.


2017 ◽  
Vol 24 (3) ◽  
pp. 527-541 ◽  
Author(s):  
G Petrone ◽  
M Manfredonia ◽  
S De Rosa ◽  
F Franco

Similarity theory is a branch of engineering science that deals with establishing conditions of similarity among phenomena and is applied to various fields, such as structural engineering problems, vibration and impact. Tests and numerical simulation of scaled models are still a valuable design tool, whose purpose is to accurately predict the behaviour of large or small prototypes through scaling laws applied to the experimental and numerical results. The aim of this paper is to predict the behaviour of the complete and incomplete similarity of stiffened cylinders by applying distorted scaling laws of the models in similitude. The investigation is performed using models based on the finite element method within commercial software. Two classes of cylinders scaled, with different laws, and, hence, reproducing replicas (exact similitude) and avatars (distorted similitude) are investigated.


2014 ◽  
Vol 905 ◽  
pp. 369-373
Author(s):  
Choo Tai Ho ◽  
Yoon Hyeon Cheol ◽  
Yun Gwan Seon ◽  
Noh Hyun Suk ◽  
Bae Chang Yeon

The estimation of a river discharge by using a mean velocity equation is very convenient and rational. Nevertheless, a research on an equation calculating a mean velocity in a river was not entirely satisfactory after the development of Chezy and Mannings formulas which are uniform equations. In this paper, accordingly, the mean velocity in unsteady flow conditions which are shown loop form properties was estimated by using a new mean velocity formula derived from Chius 2-D velocity formula. The results showed that the proposed method was more accurate in estimating discharge, when compared with the conventional formulas.


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