Register to enable "Calculate" button. Demonstration mode for d (Uflume) or b (all other flumes) of 0.5 m (cookies must be enabled).
Units in flume calculator: cm=centimeter, ft=foot, gal=U.S. gallon, hr=hour, m=meter, MGD=million gallons (US) per day, min=minute, s=second
Links on this page: Equations Variables Error Messages References
Introduction
Flumes are used to measure flow rate (discharge) in open channels. They typically
have widths from a few cm to 15 m or so. The water depth in the approach section of
flumes typically can be between a few cm and about 2 m. Flumes, compared to weirs,
have the advantage of less head loss through the device, yet are more complicated to
construct and more difficult to analyze.
Head is measured in the flume upstream of the throat  in the socalled "approach
channel". For Parshall flumes, head is measured upstream from the throat a
distance of 2/3 of the length of the approach channel (x=length of approach channel in the
above diagram). For the other three flumes, head is measured upstream from the
throat a distance of 3 to 4 times the maximum expected head. This location is
somewhat arbitrary because the head does not vary too much with position, so the exact
location of the head measurement is not as important as for a Parshall flume. Since
the rectangular, trapezoidal, and U flumes can have a raised throat (a hump), it is
important to note that head is measured from the top of the hump rather than from the
bottom of the approach channel.
This web page has calculations for four types of flumes  Parshall, rectangular,
trapezoidal, and U shape. Each has advantages and disadvantages related to
construction, installation, head measurement, sedimentation, and analysis. Parshall
flumes are the most common. They were studied extensively in the mid 1900s.
Their analysis is well documented in many texts. Their analytical maturity is
exemplified by having both ASTM and ISO standards written for them (ASTM, 1991; ISO,
1992). Recently, Parshall flumes have gone out of favor due to their construction
complexity and likelihood to trap sediment compared to newer flume designs.
Rectangular and trapezoidal flumes function by having a constriction at the throat
and/or a raised invert (bottom) at the throat. Either feature can cause critical
flow at the throat in a properly operating flume. These flumes are simpler to
construct, can be more easily fit into an existing channel, and can trap less sediment
than a Parshall flume. However, the methodology relating discharge to measured head
is more complex.
Uflumes (round bottom flumes), similar to PalmerBowlus flumes but with a semicircular throat, are ideal
for use in culverts or pipes. Critical flow is achieved by narrowing the throat or
by raising the bottom of the flume at the throat. Analysis of U flumes is similar to
that of the trapezoidal flume.
All flumes must be built with their dimensions in strict accordance with specifications
in published documents such as the ISO and ASTM standards. Otherwise, discharge
analysis must be conducted for the specific flume beginning with theory and proceeding to
experimentation to modify the theory by physical observations.
Regarding analysis of flumes, flumes (like weirs) are designed to force a transition
from subcritical to supercritical flow. In the case of flumes, the transition is caused
by designing flumes to have a narrowing at the throat, raising of the channel bottom, or
both. Such a transition causes flow to pass through critical depth at the flume
throat. At the critical depth, energy is minimized and there is a direct relationship
between water depth and velocity (and flowrate). However, it is physically very difficult
to measure critical depth in a flume because its exact location is difficult to determine
and may vary with flowrate. Through mass conservation, the upstream depth is related to
the critical depth. Therefore, flowrate can be determined by measuring the upstream depth,
which is a highly reliable measurement.
The LMNO Engineering flume software is based on ASTM and ISO standards for flumes.
These standards were developed from theoretical relationships and modified by experimental
observations conducted over several decades. Our software is valid only for
unsubmerged flows. An unsubmerged flow can be identified by the drop in water depth
at the flume throat. In submerged flow, the downstream water backs up into the
throat swallowing the drop making the drop difficult or impossible to identify.
Analysis of submerged flow requires two head measurements  one in the approach channel
and one in the throat.
Equations and Methodology
Back
to calculator
The methodology for the flume calculations follows that of ISO 9826 (1992) for the
Parshall flume and ISO 4359 (1983, 1999) for the rectangular, trapezoidal, and U flumes.
There are other sources of equations and methodology for flumes such as ASTM D 1941
(1991) for Parshall flumes and USBR (1997) for other flumes. Also, Herschy (1995)
offers essentially a recompendium of the ISO equations. Many other textbooks on
open channel flow discuss flumes, but not in the degree of detail of the ISO or ASTM
standards.
LMNO Engineering decided to follow the ISO methodology for the four flume types.
ISO presents the methodology as a series of equations and graphs which have been
agreed upon by an international panel after decades of research involving theory and
experimentation. The ISO standards explain the validity and accuracy of their
methodology. For Parshall flumes, the ASTM and ISO methods present similar, but not
identical, methods. We have selected to follow the ISO method because it presents
equations that are valid for a wider range of flume sizes.
Variable definitions can be found in the Variables section.
Parshall Flume (ISO 9826, 1992)
LMNO Engineering flume calculator allows 0 ≤ h ≤ 3 m and 0.01 ≤ b ≤ 16 m, but the
calculation is most accurate when used within the ISO 9826 recommendations of h ≤ 2
m and 0.152 ≤ b ≤ 15.24 m.
For b ≤ 0.152 m, C and n values are from Herschy (1995). For b > 0.152 m, C and n
values are from ISO 9826 (1992).
Q = C h^{n} where Q is in m^{3}/s and h is in m
Rectangular Flume
LMNO Engineering flume software allows 0 ≤ h ≤ 3 m, 0.01 ≤ b ≤ 16 m, b < B ≤ 10^{4}
m, 0 ≤ P ≤ 3 m, 0 < L ≤ 10^{4} m, and F < 1. Note that if P = 0, then B
must be > b. Likewise, if B = b, then P must be > 0. The calculator is
most accurate when used within the ISO 4359 recommendations of h ≤ 2 m,
0.1 m ≤ b ≤ B, F ≤ 0.5, h/b ≤ 3, (bh)/[B(P+h)] ≤ 0.7, h/L ≤ 0.5, and h ≥ 0.05
or h ≥ 0.05 L (whichever is greater).
Order of computations (ISO 4359, 1983):
C_{v} can only be computed if hbC_{d}/A<0.93.
Trapezoidal Flume
LMNO Engineering calculator allows 0 ≤ h ≤ 3 m, 0.01 ≤ b ≤ 16 m, b < B ≤ 10^{4}
m, 0 ≤ P ≤ 3 m, 0 < L < 10^{4} m, F < 1, and 0 < m ≤ 100, and
0 < M ≤ 100. The calculation is most accurate within the ISO 4359 recommendations
of h ≤ 2 m, 0.1 m ≤ b < B, F ≤ 0.5, h/L ≤ 0.5, and h ≥ 0.05 or h ≥ 0.05 L
(whichever is greater).
Order of computations (ISO 4359, 1983):
Let H=h and obtain C_{s} from the graph below. Note that the graph is
only valid for 0.02 < mH/b < 5.
Then, C_{v} from numerical solution of:
C_{v} can only be computed if hbC_{s}/A < 0.93.
Since C_{s} and C_{v} are functions of both H and h, recompute H = h C_{v}^{2/3},
C_{s}, C_{v}, and Q. ISO 4359 suggests recomputing Q three times,
but we recompute Q until there are at least four significant digits of accuracy.
Then, V and F are computed from the final Q.
UFlume
LMNO Engineering calculation allows 0 ≤ h ≤ 3 m, 0.01 < b ≤ 16 m, d < D ≤ 10^{4}
m, 0 ≤ P ≤ 3 m, 0 < L ≤ 10^{4} m, and F < 1. The calculation is most
accurate within the ISO 4359 recommendations of h ≤ 2 m, 0.1 m ≤ d < D,
F ≤ 0.5, h/L ≤ 0.5, and h ≥ 0.05 or h ≥ 0.05 L (whichever is greater).
Order of computations (ISO 4359, 1983):
Let H = h and obtain C_{u} from the graph below. Note that the graph is
only valid for 0.1 < H/d < 3.
Then, C_{v} from numerical solution of:
C_{v} can only be computed if hdC_{u}/A < 0.93.
Since C_{u} and C_{v} are functions of both H and h, recompute H=h C_{v}^{2/3},
C_{u}, C_{v}, and Q. ISO 4359 suggests recomputing Q three times,
but we recompute Q until there are at least four significant digits of accuracy.
Then, V and F are computed from the final Q.
Variables
Back
to calculation
ISO 4359 and ISO 9826 specify the indicated units for the equations shown above. Our
calculator allows you to specify a variety of units.
m = meters, s = seconds
A = Crosssectional area of approach channel [m^{2}].
b = Bottom width of flume throat [m].
B = Bottom width of approach channel [m].
C = Parshall flume constant [empirical units].
C_{d} = Coefficient of discharge for rectangular, trapezoidal, and U flumes
[unitless].
C_{s} = Shape coefficient for trapezoidal flume [unitless].
C_{u} = Shape coefficient for U flume [unitless].
C_{v} = Coefficient of approach velocity for rectangular, trapezoidal, and U flumes
[unitless].
d = Diameter of throat of U flume [m].
D = Diameter of approach channel of U flume [m].
F = Froude number of flow in approach channel [unitless]. F < 1 is slow or
subcritical flow. F > 1 is fast or supercritical flow.
g = Acceleration due to gravity, 9.8066 m/s^{2}.
h = Measured head [m]. If there is a hump, then it is the vertical distance between
the top of the hump and the water surface.
H = Total head [m]. Measured head plus velocity head. H = h C_{v}^{2/3}
k = Constant used in trapezoidal flume computation [unitless].
L = Length of flume throat [m].
m = Side slope of trapezoidal flume throat. Horizontal to vertical (H:V).
M = Side slope of trapezoidal flume approach channel. Horizontal to vertical (H:V).
n = Parshall flume power constant [unitless].
P = Hump height [m].
Q = Flow rate through flume [m^{3}/s].
T = Top width of approach channel [m].
V = Velocity in approach channel [m/s].
Error Messages given by software
Back
to calculation
Input checks. If one of these
messages appear, the calculation and graphing is halted.
"Need h ≥ 0". Negative head was entered.
"Need h ≤ 3 m". Head cannot exceed 3 m.
"Need D, d > 0". For the U flume, upstream diameter or
throat diameter was entered as ≤ 0.
"Need D > d". For the U flume, upstream diameter must be
greater than throat diameter.
"Need b > 0". Parshall, rectangular, and trapezoidal
flumes Need throat width > 0.
"Need B > 0". Rectangular and trapezoidal flumes must
have approach width > 0.
"Need B > b". Trapezoidal flume must have approach width
greater than throat width.
"Need B ≥ b". Rectangular flume must have approach width
at least equal to throat width.
"Need 0.01 < b ≤ 16 m". Rectangular and trapezoidal flume
throat width must be in this range.
"Need B ≤ 10000 m". Rectangular and trapezoidal flume
approach width must be in this range.
"Need 0.01 ≤ d ≤ 16 m". U flume throat diameter must be in
this range.
"Need D ≤ 10000 m". U flume approach diameter must be in
this range.
"Need P > 0 if B = b". Rectangular flume must have P > 0 if
B = b or B > b if P = 0. Of course, it can have both P > 0 and B > b.
"Need P ≥ 0". Hump height cannot be negative (P does not
apply to Parshall flumes).
"Need P ≤ 3 m". Hump height cannot exceed 3 m (P does not
apply to Parshall flumes).
"Need L > 0". Throat length must be > 0 (L does not
apply to Parshall flumes).
"Need L ≤ 10000 m". This is an LMNO Engineering upper
limit. The ISO standards specify throat lengths for each flume type as a function of
expected flow rate. Rarely will a flume have a throat length longer than several
meters.
"Need 0< M,m ≤ 100". For the trapezoidal flume
approach channel side slopes (M) and throat side slopes (m) must both be between 0 and
100, measured as horizontal to vertical slope.
Input checks for graph. If one of these messages
appear, the graph will not proceed. Note that if h is out of range in the upper
portion of the calculation, a graph will not be shown.
"Min h must be ≥0". Minimum head entered for graph cannot be
< 0.
"Min must be < Max". Minimum head entered for graph must be
less than maximum head entered for graph.
"Min/Max must be < 0.99". Minimum head entered for graph must
be less than 0.99 times maximum head entered for graph. Otherwise, the minimum and maximum
heads are too close together to have good axis labels for the graph.
"Max h must be ≤ 3 m". Graph has maximum limit of h=3 m.
Runtime errors. The following messages may be
generated during execution and will halt execution:
The following messages are triggered by the head entered in the upper half of the
calculator. Its value, in conjunction with the other values entered, may cause C_{d},
C_{s}, or C_{u} to be out of range. However, since the graph is
plotted for a range of heads, the graph may still be shown with the uncomputable
flowrates plotted at Q=0.
Runtime errors:
"C_{d} will be <0", "Need (C_{d})hb/A
< 0.93", "Need 0.02 < mH/b < 5", "Need (C_{s})hb/A
< 0.93", "Need 0.1 < H/d < 3", "Need (C_{u})hd/A
< 0.93". These variables or ratios are out of the acceptable ranges (see
Equations and Methodology above for further explanation).
"Infeasible input." May occur in numerical routine for computing
C_{v} if a combination of variables approaches machine precision. This
message very rarely, if ever, will occur since extreme values are screened out with the
input checks.
Runtime errors for graph:
"Heads out of range for graph". All of the heads in the range entered for the
graph result in parameters (such as C_{d}, C_{s}, or C_{u}) that
are invalid, so no flow rates could be computed. Try lowering the minimum head
and/or increasing the maximum head.
"Some head calculations out of range of methodology, so Q shown as 0". Some heads in the range entered for
the graph result in parameters (such as C_{d}, C_{s}, or C_{u})
that are invalid, so those could not be computed and were plotted at Q=0. Message appears on graph and table pages.
References
Back to calculation
American Society for Testing and Materials (ASTM D 194191). 1991. Standard
test method for open channel flow measurement of water with the Parshall flume.
Available at http://www.astm.org.
Herschy, Reginald W. 1995. Streamflow Measurement. E & FN Spon
(an imprint of Chapman and Hall). 2ed.
International Organization of Standards (ISO 4359). 1983. Liquid flow
measurement in open channels  Rectangular, trapezoidal, and Ushaped flumes.
Reference number: ISO 43591983(E).
International Organization of Standards (ISO 4359). 1999. Technical
Corrigendum 1 for: Liquid flow measurement in open channels  Rectangular,
trapezoidal, and Ushaped flumes. Reference number: ISO 4359:1983/Cor.1:1999(E).
International Organization of Standards (ISO 9826). 1992. Measurement of
liquid flow in open channels  Parshall and SANIIRI flumes. Reference number: ISO
9826:1992(E).
ISO documents can be downloaded as .PDF files for a fee at http://webstore.ansi.org.
USBR. 1997. U.S. Department of the Interior, Bureau of Reclamation.
Water Measurement Manual. 1997. 3ed. Available from http://www.usbr.gov/tsc/techreferences/mands/wmm/index.htm
.
© 20012023 LMNO Engineering, Research, and
Software, Ltd. All rights reserved.
Please contact us for consulting or questions about flumes for flow measurement.
LMNO Engineering, Research, and Software, Ltd.
7860 Angel Ridge Rd. Athens, Ohio 45701 USA Phone: (740) 7072614
LMNO@LMNOeng.com https://www.LMNOeng.com

Parshall flume photo:
To:
LMNO Engineering home page (more calculations)
Other flume and weir calculators:
Parshall flume (submerged and freeflow)
Rectangular Weir
V Notch Weir
Cipoletti Weir
Other:
Unit Conversions
Register
