, S. Kyle McKay [aut]
| Title: | Hydraulic Roughness Calculator |
|---|---|
| Description: | Estimates frictional constants for hydraulic analysis of rivers. This HYDRaulic ROughness CALculator (HYDROCAL) was previously developed as a spreadsheet tool and accompanying documentation by McKay and Fischenich (2011, <https://erdc-library.erdc.dren.mil/jspui/bitstream/11681/2034/1/CHETN-VII-11.pdf>). |
| Authors: | Colton Shaw [aut, cre]
, S. Kyle McKay [aut]
|
| Maintainer: | Colton Shaw <[email protected]> |
| License: | GPL-3 |
| Version: | 1.0.0 |
| Built: | 2024-12-07 06:31:45 UTC |
| Source: | CRAN |
mannings_to_darcy converts Manning's n to Darcy-Weisbach f
mannings_to_darcy(mannings, R, restrict = TRUE)mannings_to_darcy(mannings, R, restrict = TRUE)
mannings |
Manning's n value |
R |
hydraulic radius, R in meters (m) |
restrict |
allows for function parameters to restrict certain values. Type boolean. Default TRUE. |
Darcy-Weisbach f
# Result: Darcy-Weisbach f of 0.0331 mannings_to_darcy(0.030, 10)# Result: Darcy-Weisbach f of 0.0331 mannings_to_darcy(0.030, 10)
n_bathurst1985 calculate Manning's n using the Bathurst (1985) method
for estimating grain roughness
n_bathurst1985(depth, grain, restrict = TRUE)n_bathurst1985(depth, grain, restrict = TRUE)
depth |
flow depth (H) in meters. The original model was calibrated for 0.102 m < H < 1.60 m. |
grain |
grain size (d84) in millimeters. The original model was calibrated for 113 mm < d84 < 740 mm. |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Bathurst, J. C. 1985. Flow Resistance Estimation in Mountain Rivers. Journal of Hydraulic Engineering. American Society of Civil Engineers, Vol. 111 (4), pp. 625-643.
# Result: Manning's n of 0.085 n_bathurst1985(0.15,250) # Result: Manning's n of 0.036 n_bathurst1985(0.8,120) # Result: Manning's n of 0.056 n_bathurst1985(1.32,600) # Result: Grain must be within 113 and 740 mm. n_bathurst1985(1.32,50)# Result: Manning's n of 0.085 n_bathurst1985(0.15,250) # Result: Manning's n of 0.036 n_bathurst1985(0.8,120) # Result: Manning's n of 0.056 n_bathurst1985(1.32,600) # Result: Grain must be within 113 and 740 mm. n_bathurst1985(1.32,50)
n_brownlie1981 calculate Manning's n using the Brownlie (1981) Method
for estimating form roughness.
n_brownlie1981(depth, slope, d16, d50, d84, restrict = TRUE)n_brownlie1981(depth, slope, d16, d50, d84, restrict = TRUE)
depth |
flow depth (H) in meters (m). The original model was calibrated for 0.025 m < H < 17 m. |
slope |
channel slope (S) in (m/m). The original model was calibrated for 3*10^-6 < S < 0.037. |
d16 |
grain size (d16) in millimeters. |
d50 |
grain size (d50) in millimeters. The original model was calibrated for 0.088 mm < d50 < 2.8 mm. |
d84 |
grain size (d84) in millimeters. |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Brownlie, W. R. 1981. Prediction of flow depth and sediment discharge in open channels. Report No. KH-R-43A. W.M. Keck Laboratory of Hydraulics and Water Resources. California Institute of Technology.
# Result: Manning's n of 0.022 n_brownlie1981(10,0.02,1,1.1,1.2) # Result: Manning's n of 0.018 n_brownlie1981(2.5,0.01,0.1,0.2,0.5) # Result: Manning's n of 0.045 n_brownlie1981(15,0.003,0.6,0.9,1) # Result: Depth must be within 0.025 and 17 m. n_brownlie1981(20,0.003,0.6,0.9,1)# Result: Manning's n of 0.022 n_brownlie1981(10,0.02,1,1.1,1.2) # Result: Manning's n of 0.018 n_brownlie1981(2.5,0.01,0.1,0.2,0.5) # Result: Manning's n of 0.045 n_brownlie1981(15,0.003,0.6,0.9,1) # Result: Depth must be within 0.025 and 17 m. n_brownlie1981(20,0.003,0.6,0.9,1)
n_cowan1956 calculate Manning's n using the Cowan Method (1956) for
estimating total channel roughness
n_cowan1956( material, irregularity, cross, obstructions, vegetation, meandering, restrict = TRUE )n_cowan1956( material, irregularity, cross, obstructions, vegetation, meandering, restrict = TRUE )
material |
channel material (e.g. earth, rock cut, fine gravel, coarse Gravel) |
irregularity |
degree of bed irregularity (e.g. smooth, minor, moderate, severe) |
cross |
variations of channel cross section (e.g. gradual, alternating occasionally, alternating frequently) |
obstructions |
relative effect of obstructions (e.g. negligible, minor, appreciable, severe) |
vegetation |
vegetation (e.g. low, medium, high, very high) |
meandering |
degree of meandering (e.g. minor, appreciable, severe) |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Cowan, W. L. 1956. Estimating Hydraulic Roughness Coefficients. Agricultural Engineering. ASAE, August, 1956. Phillips, J. V., and S. Tadayon. 2007. Selection of Manning’s Roughness Coefficient for Natural and Constructed Vegetated and Non-Vegetated Channels, and Vegetation Maintenance Plan Guidelines for Vegetated Channels in Central Arizona. Scientific Investigations Report 2006–5108. USGS, Reston, Virginia.
# Result: Manning's n of 0.028 material <- 'Earth' irregularity <- 'Smooth' cross <- 'Gradual' obstructions <- 'Negligible' vegetation <- 'Low' meandering <- 'Minor' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.075 material <- 'Rock Cut' irregularity <- 'Minor' cross <- 'Alternating occasionally' obstructions <- 'Minor' vegetation <- 'Medium' meandering <- 'Appreciable' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.142 material <- 'Fine Gravel' irregularity <- 'Moderate' cross <- 'Alternating frequently' obstructions <- 'Appreciable' vegetation <- 'High' meandering <- 'Severe' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering)# Result: Manning's n of 0.028 material <- 'Earth' irregularity <- 'Smooth' cross <- 'Gradual' obstructions <- 'Negligible' vegetation <- 'Low' meandering <- 'Minor' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.075 material <- 'Rock Cut' irregularity <- 'Minor' cross <- 'Alternating occasionally' obstructions <- 'Minor' vegetation <- 'Medium' meandering <- 'Appreciable' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering) # Result: Manning's n of 0.142 material <- 'Fine Gravel' irregularity <- 'Moderate' cross <- 'Alternating frequently' obstructions <- 'Appreciable' vegetation <- 'High' meandering <- 'Severe' n_cowan1956(material,irregularity,cross,obstructions,vegetation,meandering)
n_direct calculate Manning's n using direct measurements
n_direct(radius, slope, velocity, restrict = TRUE)n_direct(radius, slope, velocity, restrict = TRUE)
radius |
hydraulic radius (R) in meters |
slope |
channel slope (S) in m/m |
velocity |
average velocity (U) in meters per second |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
# Result: Manning's n of 0.710 n_direct(2,0.05,0.5) # Result: Manning's n of 3.216 n_direct(10,0.03,0.25) # Result: Manning's n of 5.440 n_direct(22,0.12,0.5) # Result: Hydraulic radius cannot be negative. n_direct(-2,0.12,0.5)# Result: Manning's n of 0.710 n_direct(2,0.05,0.5) # Result: Manning's n of 3.216 n_direct(10,0.03,0.25) # Result: Manning's n of 5.440 n_direct(22,0.12,0.5) # Result: Hydraulic radius cannot be negative. n_direct(-2,0.12,0.5)
n_engelund1967 calculate Manning's n using the Engelund-Hansen (1981)
method for estimating form roughness
n_engelund1967(depth, slope, d50, restrict = TRUE)n_engelund1967(depth, slope, d50, restrict = TRUE)
depth |
flow depth (H) in meters |
slope |
channel slope (S) in m/m |
d50 |
grain size (d50) in millimeters |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Engelund, F., and E. Hansen. 1967. A Monograph on Sediment Transport in Alluvial Streams. Technical University of Denmark, Copenhagen, Denmark.
# Result: Manning's n of 0.049 n_engelund1967(1, 0.025, 200) # Result: Manning's n of 0.028 n_engelund1967(5, 0.08, 90) # Result: Manning's n of 0.053 n_engelund1967(12, 0.025, 160)# Result: Manning's n of 0.049 n_engelund1967(1, 0.025, 200) # Result: Manning's n of 0.028 n_engelund1967(5, 0.08, 90) # Result: Manning's n of 0.053 n_engelund1967(12, 0.025, 160)
n_fischenich2000 calculate Manning's n using the Fischenich (2000) method
for estimating vegetative roughness
n_fischenich2000( depth, hp, seperate = TRUE, Cd = 0, Ad = 0, CdAd = 0, restrict = TRUE )n_fischenich2000( depth, hp, seperate = TRUE, Cd = 0, Ad = 0, CdAd = 0, restrict = TRUE )
depth |
flow depth (H) in meters. Assumes wide channel geometry where depth is approximately equal to hydraulic radius. |
hp |
vegetation height (h_p) in meters. Vegetation is emergent. |
seperate |
Allows user to choose whether to use separate (Cd and Ad) or combined (CdAd). Type boolean. Default TRUE. |
Cd |
stand drag coefficient (C_d), default 0 |
Ad |
vegetation area based on density (A_d), default 0 |
CdAd |
Combined Cd and Ad values, default 0 |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Fischenich, J. C. 2000. Resistance due to Vegetation. ERDC TN-EMRRP-SR-07, U.S. Army Engineer Research and Development Center, Vicksburg, Mississippi.
Fischenich, J. C., and S. Dudley. 2000. Determining Drag Coefficients and Area for Vegetation. ERDC TNEMRRP-SR-08, U.S. Army Engineer Research and Development Center, Vicksburg, Mississippi.
# Result: Manning's n of 0.100 n_fischenich2000(6,2,TRUE,0.955,0.755) # Result: Manning's n of 0.059 n_fischenich2000(6,2,FALSE,CdAd=0.0199) # Result: Manning's n of 0.090 n_fischenich2000(3,1,TRUE,0.1806,0.1662) # Result: Depth must be positive. n_fischenich2000(-1,1,TRUE,0.1806,0.1662)# Result: Manning's n of 0.100 n_fischenich2000(6,2,TRUE,0.955,0.755) # Result: Manning's n of 0.059 n_fischenich2000(6,2,FALSE,CdAd=0.0199) # Result: Manning's n of 0.090 n_fischenich2000(3,1,TRUE,0.1806,0.1662) # Result: Depth must be positive. n_fischenich2000(-1,1,TRUE,0.1806,0.1662)
n_freeman2000 calculate Manning's n using the Freeman, Rahymeyer, and
Copeland (2000) method for estimating vegetative roughness
n_freeman2000(depth, slope, area, hp, hlm, We, Ds, pnum, snum, restrict = TRUE)n_freeman2000(depth, slope, area, hp, hlm, We, Ds, pnum, snum, restrict = TRUE)
depth |
flow depth (H) in meters. Assumes wide channel geometry where depth is approximately equal to hydraulic radius. |
slope |
channel bed slope (S) |
area |
sample vegetative plot bed area in square meters, a list of index 5 |
hp |
average plant height (h_p) in meters, a list of index 5 |
hlm |
average leaf mass height (hlm) in meters, a list of index 5 |
We |
average leaf mass width (We) in meters, a list of index 5 |
Ds |
average stem diameter (Ds) in meters, a list of index 5 |
pnum |
number of plants in the corresponding indices, a list of index 5 |
snum |
number of stems at H/4 in the corresponding indices, a list of index 5 |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Freeman, G. E., W. H. Rahmeyer, and R. R. Copeland. 2000. Determination of Resistance Due to Shrubs and Woody Vegetation. ERDC/CHL TR-00-25. U.S. Army Engineer Research and Development Center, Vicksburg, Mississippi.
# Result: Manning's n of 0.013 depth <- 6 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,0.71) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum) # Result: Manning's n of 0.0183 depth <- 0.3 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,0.71) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum) # Result: Vegetation height must be positive. depth <- 0.3 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,-0.23) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum)# Result: Manning's n of 0.013 depth <- 6 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,0.71) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum) # Result: Manning's n of 0.0183 depth <- 0.3 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,0.71) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum) # Result: Vegetation height must be positive. depth <- 0.3 slope <- 0.005 area <- 100 hp <- c(0.51,0.71,0.2,0.97,-0.23) hlm <- c(0.45,0.71,0.16,0.9,0.62) We <- c(0.229,0.356,0.254,0.482,0.178) Ds <- c(0.0095,0.0095,0.0063,0.0252,0.0063) pnum <- c(2,2,2,1,3) snum <- c(1,1,2,2,6) n_freeman2000(depth,slope,area,hp,hlm,We,Ds,pnum,snum)
n_jarrett1984 calculate Manning's n using the Jarrett (1984) Method for
estimating grain roughness
n_jarrett1984(radius, slope, restrict = TRUE)n_jarrett1984(radius, slope, restrict = TRUE)
radius |
hydraulic radius (R) in meters. The original model was calibrated for 0.15 m < R < 1.68 m |
slope |
channel slope (S) in m/m. The original model was calibrated for 0.002 < S < 0.04. |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Jarrett, R. D. 1984. Hydraulics of High-Gradient Streams. Journal of Hydraulic Engineering. American Society of Civil Engineers, Vol. 110 (11), pp. 1519-1539.
# Result: Manning's n of 0.102 n_jarrett1984(0.3,0.03) # Result: Manning's n of 0.065 n_jarrett1984(1,0.015) # Result: Slope must be within 0.002 and 0.04 m. n_jarrett1984(12,0.05)# Result: Manning's n of 0.102 n_jarrett1984(0.3,0.03) # Result: Manning's n of 0.065 n_jarrett1984(1,0.015) # Result: Slope must be within 0.002 and 0.04 m. n_jarrett1984(12,0.05)
n_limerinos1970 calculate Manning's n using the Limerinos (1970) method
for estimating grain roughness
n_limerinos1970(radius, grain, restrict = TRUE)n_limerinos1970(radius, grain, restrict = TRUE)
radius |
hydraulic radius (R) in meters. The original model was calibrated for 0.31 m < R < 3.32 m. |
grain |
grain size (d84) in millimeters. The original model was calibrated for 19 mm < d84 < 747 mm |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Limerinos, J. T. 1970. Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels. Water Supply Paper 1898-B. USGS, Washington, DC.
# Result: Manning's n of 0.036 n_limerinos1970(1,100) # Result: Manning's n of 0.031 n_limerinos1970(2.5,70) # Result: Manning's n of 0.039 n_limerinos1970(3,200) # Result: Manning's n of 0.039 n_limerinos1970(3,200) # Result: Grain must be within 19 and 747 mm. n_limerinos1970(3,1000)# Result: Manning's n of 0.036 n_limerinos1970(1,100) # Result: Manning's n of 0.031 n_limerinos1970(2.5,70) # Result: Manning's n of 0.039 n_limerinos1970(3,200) # Result: Manning's n of 0.039 n_limerinos1970(3,200) # Result: Grain must be within 19 and 747 mm. n_limerinos1970(3,1000)
n_maynord1991 calculate Manning's n using the Maynord (1991) method of
estimating grain roughness
n_maynord1991(grain, restrict = TRUE)n_maynord1991(grain, restrict = TRUE)
grain |
grain size (d90) in millimeters. The original model was calibrated for 4.57 mm < d90 < 134 mm. |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Maynord, S. T. 1991. Flow Resistance of Riprap. Journal of Hydraulic Engineering. American Society of Civil Engineers, Vol. 117 (6), pp. 687-696.
# Result: Manning's n of 0.030 n_maynord1991(100) # Result: Manning's n of 0.018 n_maynord1991(5) # Result: Manning's n of 0.027 n_maynord1991(50) # Result: Manning's n of Grain must be within 4.57 and 134 mm. n_maynord1991(1)# Result: Manning's n of 0.030 n_maynord1991(100) # Result: Manning's n of 0.018 n_maynord1991(5) # Result: Manning's n of 0.027 n_maynord1991(50) # Result: Manning's n of Grain must be within 4.57 and 134 mm. n_maynord1991(1)
n_strickler1923 calculate Manning's n using the Strickler (1923) method
for estimating grain roughness
n_strickler1923(grain, restrict = TRUE)n_strickler1923(grain, restrict = TRUE)
grain |
grain size (d50) in millimeters |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Strickler, A. 1923. Contributions to the Question of a Velocity formula and Roughness Data for Streams, Channels Closed Pipelines, translated by T. Roesgan and W.R. Brownlie. Translation T-10, W.M. Keck Lab of Hydraulics and Water Resources, California Institute of Technology, Pasadena, CA.
# Result: Manning's n of 0.032 n_strickler1923(100) # Result: Manning's n of 0.025 n_strickler1923(20) # Result: Manning's n of 0.021 n_strickler1923(8) # Result: Grain size (mm) must be positive n_strickler1923(-8)# Result: Manning's n of 0.032 n_strickler1923(100) # Result: Manning's n of 0.025 n_strickler1923(20) # Result: Manning's n of 0.021 n_strickler1923(8) # Result: Grain size (mm) must be positive n_strickler1923(-8)
n_vanrijn1984 calculate Manning's n using the Van Rijn (1984) method for
estimating roughness due to channel form
n_vanrijn1984(depth, slope, d50, d90, velocity, restrict = TRUE)n_vanrijn1984(depth, slope, d50, d90, velocity, restrict = TRUE)
depth |
flow depth (H) in meters. The original model was calibrated for 0.1 < H < 16 m. |
slope |
channel slope (S) in m/m |
d50 |
grain size (d50) in millimeters. The original model was calibrated for 0.19 mm < d50 < 3.6 mm. |
d90 |
grain size (d90) in millimeters. |
velocity |
initial channel velocity estimate (U) in meters per second |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
van Rijn, L. C. 1984a. Sediment Transport, Part I: Bed Load Transport. Journal of Hydraulic Engineering. ASCE, Vol. 110 (10), pp. 1431-1456.
van Rijn, L. C. 1984b. Sediment Transport, Part II: Suspended Load Transport. Journal of Hydraulic Engineering. ASCE, Vol. 110 (11), pp. 1613-1641.
van Rijn, L. C. 1984c. Sediment Transport, Part III: Bed Forms and Alluvial Roughness. Journal of Hydraulic Engineering. ASCE, Vol. 110 (12), pp. 1733-1754.
# Result: Manning's n of 0.173 n_vanrijn1984(10,0.025,1,2,6) # Result: Manning's n of 0.047 n_vanrijn1984(0.33,0.15,0.3,0.5,2) # Result: Manning's n of 0.028 n_vanrijn1984(1.55,0.033,0.5,0.8,1) # Result: Depth must be within 0.025 and 17 m. n_vanrijn1984(0.01,0.033,0.5,0.8,1)# Result: Manning's n of 0.173 n_vanrijn1984(10,0.025,1,2,6) # Result: Manning's n of 0.047 n_vanrijn1984(0.33,0.15,0.3,0.5,2) # Result: Manning's n of 0.028 n_vanrijn1984(1.55,0.033,0.5,0.8,1) # Result: Depth must be within 0.025 and 17 m. n_vanrijn1984(0.01,0.033,0.5,0.8,1)
n_wong2006 calculate Manning's n using the Wong and Parker (2006) method
for estimating grain roughness
n_wong2006(grain, restrict = TRUE)n_wong2006(grain, restrict = TRUE)
grain |
grain size (d90) in millimeters. The original model was calibrated for 0.38 mm < d90 < 28.65 mm |
restrict |
allows for function parameters to restrict certain values. Type bool. Default TRUE. |
Manning's n
Wong, M., and G. Parker. 2006. Reanalysis and Correction of Bed-load Relation of Meyer-Peter and Muller Using Their Own Database. Journal of Hydraulic Engineering. American Society of Civil Engineers, Vol. 132 (11), pp. 1159-1168.
# Result: Manning's n of 0.022 n_wong2006(20) # Result: Manning's n of 0.013 n_wong2006(0.82) # Result: Manning's n of 0.021 n_wong2006(12) # Result: Grain must be within 0.38 and 28.65 mm. n_wong2006(30)# Result: Manning's n of 0.022 n_wong2006(20) # Result: Manning's n of 0.013 n_wong2006(0.82) # Result: Manning's n of 0.021 n_wong2006(12) # Result: Grain must be within 0.38 and 28.65 mm. n_wong2006(30)