FCF Phase B (rigid, meander)

One volume contains the original summary data and boundary shear stress data files, in which details see the following table. The other volume contains one set of the final turbulence data, see experimental data files below.

Both volumes include some preliminary analysis of them. The volume is divided into the following three main sections, each dealing with one of the geometries tested as below:

- 60 TRAPEZOIDAL MEANDER CHANNEL (Vol.3)
Inbank flow, depth = 100mm; Overbank flow, depth = 200mm

- 60 NATURAL MEANDER CHANNEL (Vol.4)
Inbank flow, depth = 140mm; Overbank flow, depth = 165mm and depth = 200mm

- 110 NATURAL MEANDER CHANNEL (Vol.5)
Inbank flow, depth = 140mm; Overbank flow, depth = 165mm and depth = 200mm

Experimental series (1990-1991)


Channel Type Depth Main Channel (wall shear) Raw Data (boundary shear)
60 Trapezoidal Meander
(Valley slope = 0.996 x 10^-3
Bed slope = 0.7248 x 10 -3
Sinuousity = 1.374, Channel
base width= 0.9m)
H=100mm
H=200mm 
SSA100.dat
SSA200.dat
SSF200.dat
SSA100.sum
SSA200.sum at 0, apex of bend 6
SSF200.sum for floodplain
60 Natural Meander
(Valley slope = 0.996 x 10^-3
Bed slope = 0.7248 x 10 -3
Sinuousity = 1.374 )
H=140mm
H=165mm
H=200mm
60SH140.OUT
60SH165.OUT
60SH200.OUT
US09.sum at section 09, upstream of bend 6
6BE00.sum at -60 degrees, bend entrance
6BE01.sum at -40
6BE02.sum at -20
6BE03.sum at 0, apex of bend 6
6BE04.sum at +20
6BE05.sum at +40
6BE 06.sum at +60
DS08.sum at section 08, downstream of bend 6

616500.sum ~ 616506.sum
3165F1.sum for floodplain F1 (see sketch)
3165C.sum for main channel MC
3165F2.sum for floodplain F2

620000.sum ~ 620006.sum
3200F1.sum for floodplain F1 (see sketch)
3200MC.sum for main channel MC
3200F2.sum for floodplain F2
Additional floodplain measurements were taken at 7 cross sections transverse to the valley slope. The data are contained in files *.dbs & *.sbs (data & summary): 25200f.sbs, 26200f.sbs, 27200f.sbs, 28200f.sbs, 29200f.sbs, 30200f.sbs, 31200f.sbs
110 Natural Meander
(Valley slope = 1.021 x 10^-3
Bed slope = 0.4997 x 10 -3
Sinuousity = 2.043 )
H=140mm
H=165mm
H=200mm
Shprint1.inp
shprnmcmod
.out (non-
dimensional)
110SH140.out
110 PRN2.out

Shprint2.inp
110SH200.out
110 PRN1.out
110FLDSH.out
R11WS0.sum (25/6/91)
R21WSH.sum ~ R61WSH.sum
R71WSR.sum (note one point missed near wall)
R81WSH.sum
R91WRR.sum (one point only)
R101WS.sum, R111WS.sum, R121WS.sum
R131WS.sum (bend 5)
R11Ws0.sum

Another independent set of measurements between bends 4 & 5 by Lorena, in files 140R1.sum to 140R12.sum

165R1.sum to 165R12.sum (main channel, excluding R6 & R8)
165T1.sum to 165T5.sum (floodplain) R113WS.sum, R123WS.sum, R133WS.sum

SHPRINT200.OUT
PRINTOUT1.DAT
R12WSH.sum to R92WSH
R92WSA.sum
R102WS.sum to R122WS.sum
R13211.sum

Some other data by Lorena, given in:
200R1.sum, 200R3.sum, 200R3A.sum
200R5.sum, 200R7.sum, 200R9.sum
200R11.sum, 102ST2.sum

Additional data is also given in:
R13211.sum (Yuan)
200T1.sum to 200T5.sum (Lorena)

Images

Click on the filenames below (the text displayed beneath each thumbnail) to display the revelant image.

07

07

Uploaded
Dec 22, 2011
08

08

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Dec 22, 2011
09

09

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Dec 22, 2011
10

10

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Dec 22, 2011
12

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Uploaded
Dec 22, 2011
13

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Dec 22, 2011

Experimental data files

Details on the notation and data filename are also given in Notes on Boundary Shear Stress data and Notes on Turbulence data of FCF Phase B. Data files are in text format, which are regrouped and listed in the following manner. All files need to be unzipped using WINZIP and then opened using WordPad.

60 trapezoidal meander channel

60 natural meander channel

110 natural meander channel