Model help:Acronym1

Acronym1

The Acronym1 programs implement the Parker (1990a) surface-based bedload transport relation in order to compute gravel bedload transport rates.

Model introduction

The gravel is divided into N grain size ranges bounded by N+1 sizes D_b,i, i = 1 to N+1. The grain size distribution of the surface (active) layer of the bed is specified in terms of the N+1 pairs (D_b,i, F_f,i), i = 1..N+1, where F_f,i denotes the percent finer in the surface layer. Here D_b,1 must be the coarsest size, such that F_f,1 = 100, and D_b,N+1 must be the finest size, such that F_f,N+1 = 0.

The finest size must equal or exceed 2 mm. That is, the sand must be removed from the surface size distribution, and the fractions appropriately renormalized, in determining the surface grain size distribution to be input into Acronym1.

Model parameters

First tab header

Second tab header

Etc. tab header

Parameter	Description	Unit
First parameter	Description parameter	[Units]

Parameter	Description	Unit
First parameter	Description parameter	[Units]

Uses ports

This will be something that the CSDMS facility will add

Provides ports

This will be something that the CSDMS facility will add

Main equations

• Grain Size:

[math]\displaystyle{ \Psi= LN_{2}\left (D\right) = {\frac{log_{10}\left (D\right)}{log_{10}\left (2\right)}} }[/math]

(1)

[math]\displaystyle{ \Psi_{i}= LN_{2}\left ( D_{i}\right) = {\frac{log_{10}\left (D_{i}\right)}{log_{10}\left (2\right)}} }[/math]

(2)

[math]\displaystyle{ D_{i}= Sqrt \left (D_{b, i} D_{b, i+1} \right ) }[/math]

(3)

[math]\displaystyle{ F_{i}= \left ( F_{f, i} - F_{f, i+1} \right ) / 100 }[/math]

(4)

[math]\displaystyle{ D_{sg}=2^\Psi_{s} }[/math]

(5)

[math]\displaystyle{ \Psi_{s}= \Sigma \Psi_{i} F{i} }[/math]

(6)

[math]\displaystyle{ \sigma_{sg}= 2 ^\sigma }[/math]

(7)

[math]\displaystyle{ \sigma ^2= \Sigma \left (\Psi_{i} - \Psi \right )^2 F_{i} }[/math]

(8)

[math]\displaystyle{ W_{i}^*= {\frac{Rgq_{bi}}{F_{i}u_{*} ^3}}= 0.00218 G \left (\Phi \right ) }[/math]

(9)

[math]\displaystyle{ \phi= \omega \phi_{sgo} \left ( {\frac{D_{i}} {D_{sg}}} \right )^ \left (-0.0951 \right ) }[/math]

(10)

[math]\displaystyle{ \Phi= {\frac{\tau_{sg} ^*}{\tau_{ssrg} ^*}} }[/math]

(11)

[math]\displaystyle{ \tau_{sg} ^*={\frac{u_{*} ^2}{Rg D_{sg}}} }[/math]

(12)

• φ> 1.59

[math]\displaystyle{ G \left ( \Phi \right )= 5474 \left ( 1 - {\frac{0.853}{\Phi}} \right ) ^ \left (4.5 \right ) }[/math]

(13)

• 1<=φ<=1.59

[math]\displaystyle{ G\left (\Phi \right )= exp\left ( 14.2\left ( \Phi - 1\right ) - 9.28 \left ( \Phi - 1 \right )^2 \right ) }[/math]

(14)

• φ< 1

[math]\displaystyle{ G\left (\Phi \right )= \Phi ^\left (14.2 \right ) }[/math]

(15)

[math]\displaystyle{ \omega= 1 + {\frac{\sigma}{\sigma_{O} \left ( \Phi_{sgo} \right ) }} \left ( \omega_{O} \left ( \Phi_{sgo} \right ) - 1 \right ) }[/math]

(16)

[math]\displaystyle{ q_{bT}= \Sigma q_{bi} }[/math]

(17)

[math]\displaystyle{ p_{i}= {\frac{q_{bi}}{q_{bT}}} }[/math]

(18)

[math]\displaystyle{ D_{lg}= 2 ^\left (\psi_{l} \right ) }[/math]

(19)

[math]\displaystyle{ \Psi_{l}= \Sigma \Psi_{i} p_{i} }[/math]

(20)

[math]\displaystyle{ \delta_{lg}= 2 ^\left ( \delta_{l} \right ) }[/math]

(21)

[math]\displaystyle{ \delta_{l} ^2= \Sigma \left ( \Psi_{i} - \Psi_{l} \right )^2 p_{i} }[/math]

(22)

[math]\displaystyle{ D_{lx}= 2 ^\left (\Psi_{lx} \right ) }[/math]

(23)

[math]\displaystyle{ \Psi_{lx}= \Psi_{b, i+1} + {\frac{\Psi_{b, j} - \Psi_{b, i+1}}{p_{f, i} - p_{f, i+1}}}\left ( x - p_{f, i+1} \right ) }[/math]

(24)

[math]\displaystyle{ \Psi_{b, i}= Ln_{2} \left ( D_{b, j} \right ) }[/math]

(25)

Nomenclature

Symbol	Description	Unit
Di	characteristic grain size (for i =1~N)	mm
Fi	surface layer (for i =1~N)	-
ψ	grain sizes	mm
Dsg	geometric mean size of the surface material	mm
σsg	geometric standard deviations	-
σ	arithmetic standard deviations	-
ρ	density of water	kg/m3
ρs	density of sediment	kg/m3
R	submerged specific gravity	-
g	acceleration of gravity	m / s2
τb	boundary shear stress on the bed	kg / (m s)
u	shear velocity of flow	m / s
qbi	volume gravel bedload transport per unit width of grains in the ith size range	m 2
u*	shear velocity	m / s
Dlg	geometric mean of the bedload	mm
σlg	geometric standard deviation of the bedload	-
Dsx	size in the surface material, such that x percentage of the material is finer	mm
Dlx	size in the bedload material, such that x percentage of the material is finer	-
Dsx	size in the surface material, such that x percentage of the material is finer	mm

Output

Symbol	Description	Unit
qbT	total volume gravel bedload transport rate per unit width summed over all sizes	-
Dg	geometric mean	mm
τg	shield number	kg / (m s)
σg	geometric standard deviation	-
Dx	diameter such that x% of the distribution is finer	mm

Notes

• Note on equations

In order to implement the equations 10~16, it is necessary to specify a) the surface grain size distribution (D_f,i, F_f,i) and b) the shear velocity u_∗. This results in a predicted values of q_bi.

If the boundary shear stress at the bed includes a component of form drag, the component must be removed before computing u_∗.

Once the parameters q_bi are known the total volume bedload transport rate per unit width q_bT and the fractions pi in the bedload can be calculated as equations 17, 18.

The results are presented in terms of q_bT and the grain size distribution of the bedload, which is computed from the values of pi. These same fractions pi are used to compute the geometric mean and geometric standard deviation of the bedload D_lg and σ_lg, respectively, from the relations of equations 19, 20, 21, 22.

The percent finer in the bedload p_f,i for the grain size D_f,i is obtained from the fractions p_i as follows: p_f,1 = 100 p_f,i = p_f,i-1 - 100 p_i-1 (i=2~N+1)

Let D_sx and D_lx denote sizes in the surface and bedload material, respectively, such that x percent of the material is finer. For example, if x = 50 then Ds50 and D_l50 denote the median sizes of the surface and bedload material, respectively. Once F_f,i is specified (p_f,i is computed) the value D_sx (D_lx) can be computed by interpolation. The interpolation should be done using a logarithmic scale for grain size. For example, consider the computation of Dlx where p_f,i ≤ x ≤ p_f,i+1. Then we got equation 23, 24, using equation 25.

Examples

An example run with input parameters, BLD files, as well as a figure / movie of the output

Follow the next steps to include images / movies of simulations:

• Upload file: http://csdms.colorado.edu/wiki/Special:Upload
• Create link to the file on your page: [[Image:<file name>]].

See also: Help:Images or Help:Movies

Developer(s)

Gary Parker

References

• Parker, G. 1990a Surface based bedload transport relation for gravel rivers. Journal of Hydraulic Research, 28(4), 417 436.

• Parker, G. 1990b The "ACRONYM" series of Pascal programs for computing bedload transport in gravel rivers. External Memorandum M 220, St. Anthony Falls Hydraulic Laboratory, University of Minnesota.

Links

• [Model:Acronym1]