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					Welcome to the Excel Workbook "RTe-book1DRiverwFPRisingBaseLevelNormal.

This workbook is a companion to the workbook "RTe-bookSteadyStateAg.xls" That workbook computes the steady-state aggradation of a river with a specified b This workbook computes the time evolution toward steady-state aggradation.

The calculation assumes a specified, constant Chezy resistance coefficient Cz an The sediment is assumed to be uniform with size D. All sediment transport is assumed to occur in a specified fraction of time during wh If grain size D < 2 mm the Engelund-Hansen (1967) formulation for total bed mate If grain size D >= 2 mm the Parker (1979) bedload transport formulation for grave The flow is computed using the normal flow approximation. The reach has downchannel length L, and base level is allowed to rise at a specif

Calculations are performed from the worksheet "Calculator". Some auxiliary parameters used in the calculation are specified in the worksheet " A bankfull discharge Qbf, a bankfull bed material sediment feed rate Qtbf,feed, a gra a porosity lp, a factor L characterizing the units wash load deposited in th and an intermittency If must be specified. In the case of a gravel-bed river, the wash load can be interpreted to be sand. In the case of a sand-bed river, the wash load can be interpreted to be silt. The initial bed has a specified slope SfbI . The normal slope Sn is computed from the input parameters.

The time evolution of the river profile is computed by clicking the button "Do a Cal In performing this calculation, the following parameters must be specified: L = downchannel reach length; M = number of spatial intervals, so that the spatial step length = L/M; Dt = time step length; Mtoprint = number of time steps to a printout; Mprint = number of printouts in the calculation. Results of the calculation are given as data in worksheet "ResultsofCalc", and as "PlotWidth" and "PlotDepth".

The code is contained in Module 1 of this workbook in the Visual Basic editor, whi then Macro, then Visual Basic Editor.

PRisingBaseLevelNormal.xls"

ookSteadyStateAg.xls" of a river with a specified base level rise at the downstream end. dy-state aggradation.

sistance coefficient Cz and floodplain width B f.

d fraction of time during which the river is in flood, specified by an intermittency. mulation for total bed material transport of sand is used. sport formulation for gravel is used.

allowed to rise at a specified rate at the downstream end.

pecified in the worksheet "Auxiliary Parameters". ent feed rate Qtbf,feed, a grain size D, a channel sinuosity W, wash load deposited in the basin per unit bed material load

nterpreted to be sand. terpreted to be silt.

cking the button "Do a Calculation", which executes the code in Module 1 (see below). must be specified:

length = L/M;

t "ResultsofCalc", and as plots in worksheets "PlotElevProf",

he Visual Basic editor, which can be accessed by clicking Tools,

(see below).

Calculation of 1D River Profile with Bed Material and Wash Load, Norm Approximation, Fixed Location of Delta at x = L, Varying Ba

Input Parameters 3 (Qf) Qbf 5000 m /s Flood discharge 3 (Qtbffeed) Qtbf,feed 1.4349 m /s Upstream bed material sediment fe (lambig) L 2.5 Units of wash load deposited in the (Ifl) If 0.1 Intermittency 4.20E+07 tons/year Annual sediment supply to river (be (D) D 0.25 mm Grain size of bed material (Rr) R 1.65 Submerged specific gravity of sedim (L) L 400000 m Reach length (downchannel distanc (Bf) Bf 8000 m Floodplain width (Sinu) W 1.5 Channel sinuosity (lamp) lp 0.4 Bed porosity (Cz) Cz 25 Chezy resistance coefficient (SfbI) SfbI 0.0001 Initial fluvial bed slope (etaddot) dhd/dt 10 mm/year Rate of rise of downstream base lev Yearstart 0 years Year base level change starts Yearstop 2500 years Year base level change stops M 50 Number of intervals Dx 8000 m spatial step Dt 0.5 year time step Mtoprint 1000 Number of time steps to printout Mprint 5 Number of printouts 2500 years Duration of calculation 266666.67 m Reach length (downvalley distance)

and Wash Load, Normal Flow a at x = L, Varying Base Level

The colored cells: indicate the parameters you must specify. The cells: are computed for you.

material sediment feed rate during floods load deposited in the fan per unit bed material load deposited

ent supply to river (bed material load + wash load) bed material pecific gravity of sediment (e.g. 1.65 for quartz) (downchannel distance)

nce coefficient

downstream base level (should be positive) el change starts el change stops Cf 0.0016 tform* 1.86 Hn 3.7672486 m Sn 0.0002037 Bn 611.93144 m Frn 0.3567766 (downvalley distance)

Friction coefficient Channel-forming Shields number Normal depth at given Qbf and Qtbf,feed Normal slope at given Qbf and Qtbf,feed Normal width at given Qbf and Qtbf,feed Normal Froude number at given Qbf and

ng Shields number at given Qbf and Qtbf,feed t given Qbf and Qtbf,feed t given Qbf and Qtbf,feed number at given Qbf and Qtbf,feed

Auxiliary Parameters

Parameters for Sand River (Engelund-Hansen 1967 load relation) (aleh) aEH 0.05 coefficient (neh) nEH 2.5 exponent (tausforms) tforms* 1.86 channel-forming Shields number for sand-bed stre

Parameters for Gravel River (Parker 1979 load relation) (alp) aP 11.2 coefficient (np) nP 4.5 exponent (tausc) tc* 0.03 critical Shields number (tausformg) tformg* 0.0487 channel-forming Shields number for gravel-bed str (rform) rform 0.01347

R Cf D (widthcoeff) (depthcoeff) (slopecoeff)

1.65 0.0016 0.00025 m 0.0052799 4.3245 0.7096774

967 load relation)

er for sand-bed streams

(widthcoeff) (depthcoeff) (slopecoeff)

480.10879 0.0002939 273.40032

er for gravel-bed streams

Results of Program

Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46

x (m) eta (m) time (yrs) 0 yr 0 40 8000 39.2 16000 38.4 24000 37.6 32000 36.8 40000 36 48000 35.2 56000 34.4 64000 33.6 72000 32.8 80000 32 88000 31.2 96000 30.4 104000 29.6 112000 28.8 120000 28 128000 27.2 136000 26.4 144000 25.6 152000 24.8 160000 24 168000 23.2 176000 22.4 184000 21.6 192000 20.8 200000 20 208000 19.2 216000 18.4 224000 17.6 232000 16.8 240000 16 248000 15.2 256000 14.4 264000 13.6 272000 12.8 280000 12 288000 11.2 296000 10.4 304000 9.6 312000 8.8 320000 8 328000 7.2 336000 6.4 344000 5.6 352000 4.8 360000 4

eta (m) 500 yr 52.10435 50.50949 48.98321 47.45693 45.99827 44.53962 43.14705 41.75448 40.42594 39.09739 37.83035 36.56331 35.35491 34.14651 32.99364 31.84078 30.74022 29.63966 28.58818 27.53669 26.53116 25.52563 24.56316 23.60069 22.6787 21.75671 20.87303 19.98934 19.14228 18.29521 17.48359 16.67196 15.89517 15.11838 14.37636 13.63435 12.92765 12.22094 11.5506 10.88026 10.24785 9.615434 9.022968 8.430501 7.88038 7.330259

eta (m) 1000 yr 57.78128 56.17932 54.63199 53.08466 51.5918 50.09895 48.66028 47.22162 45.83679 44.45196 43.12052 41.78907 40.5105 39.23193 38.00567 36.77941 35.60488 34.43035 33.30695 32.18356 31.11072 30.03789 29.01507 27.99226 27.01898 26.04571 25.12156 24.19742 23.32209 22.44676 21.62003 20.7933 20.01507 19.23684 18.50712 17.77741 17.09634 16.41527 15.78311 15.15094 14.56804 13.98514 13.45197 12.9188 12.4359 11.953

eta (m) 1500 yr 62.82145 61.21823 59.66715 58.11608 56.61712 55.11817 53.6713 52.22442 50.82956 49.4347 48.09179 46.74888 45.45782 44.16677 42.92749 41.6882 40.5006 39.313 38.17699 37.04097 35.95647 34.87196 33.83889 32.80581 31.82411 30.84241 29.91203 28.98166 28.10259 27.22352 26.39575 25.56799 24.79155 24.01511 23.29006 22.565 21.89139 21.21778 20.59573 19.97367 19.40329 18.8329 18.31434 17.79577 17.32918 16.8626

eta (m) 2000 yr 67.75282 66.14942 64.59782 63.04622 61.54642 60.04663 58.59863 57.15064 55.75444 54.35825 53.01385 51.66945 50.37685 49.08424 47.84344 46.60263 45.41362 44.22461 43.0874 41.95019 40.86479 39.7794 38.74582 37.71225 36.73052 35.74879 34.81892 33.88905 33.01107 32.1331 31.30705 30.481 29.70692 28.93285 28.21079 27.48873 26.81874 26.14875 25.5309 24.91305 24.34739 23.78174 23.26836 22.75498 22.29394 21.83291

eta (m) 2500 yr 72.67527 71.07189 69.52037 67.96885 66.46919 64.96953 63.52174 62.07394 60.67802 59.2821 57.93806 56.59403 55.30189 54.00974 52.76951 51.52928 50.34098 49.15267 48.01632 46.87996 45.79558 44.71119 43.6788 42.64641 41.66604 40.68568 39.75737 38.82905 37.95283 37.07661 36.25251 35.42841 34.65647 33.88454 33.16481 32.44508 31.7776 31.11012 30.49494 29.87976 29.31692 28.75408 28.24364 27.7332 27.2752 26.81721

47 48 49 50 51

368000 376000 384000 392000 400000

3.2 2.4 1.6 0.8 0

6.825195 11.521 16.44816 6.320131 11.089 16.03373 5.863063 10.70858 15.67164 5.405995 10.32815 15.30955 5 10 15

21.4243 21.0157 20.6596 20.3035 20

26.41171 26.00622 25.65328 25.30033 24.995

Bbf (m) 0 yr 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624 300.4624

Bbf (m) 500 yr 598.9879 586.1045 573.2212 560.5164 547.8115 535.3961 522.9806 510.9542 498.9278 487.3746 475.8214 464.8072 453.793 443.363 432.933 423.1104 413.2878 404.0732 394.8586 386.2308 377.603 369.5202 361.4374 353.8392 346.241 339.0509 331.8609 324.9898 318.1187 311.4678 304.8169 298.2815 291.7462 285.2191 278.6921 272.0673 265.4425 258.618 251.7935 244.6747 237.5559 230.0581 222.5604 214.6111 206.6618 198.2026

Bbf (m) 1000 yr 601.6602 591.3996 581.1389 570.9096 560.6802 550.5018 540.3233 530.2136 520.1038 510.0781 500.0524 490.123 480.1937 470.3695 460.5453 450.8314 441.1175 431.5149 421.9122 412.418 402.9237 393.5308 384.1379 374.8358 365.5336 356.3081 347.0826 337.9167 328.7508 319.6252 310.4996 301.3931 292.2866 283.1772 274.0677 264.9329 255.798 246.6158 237.4336 228.1832 218.9329 209.5955 200.2581 190.8173 181.3765 171.8189

Bbf (m) 1500 yr 602.1362 592.3428 582.5494 572.7612 562.973 553.1932 543.4135 533.6451 523.8768 514.1222 504.3676 494.6287 484.8898 475.1676 465.4455 455.7406 446.0357 436.3477 426.6597 416.9876 407.3154 397.6572 387.999 378.3522 368.7054 359.0667 349.428 339.7936 330.1593 320.525 310.8907 301.252 291.6133 281.9654 272.3175 262.6556 252.9937 243.3132 233.6328 223.9293 214.2258 204.4954 194.7649 185.0041 175.2432 165.4492

Bbf (m) 2000 yr 602.203 592.4747 582.7464 573.0183 563.2902 553.5625 543.8348 534.1075 524.3803 514.6534 504.9265 495.1999 485.4733 475.7467 466.0201 456.2931 446.5662 436.8383 427.1104 417.3809 407.6515 397.9197 388.1878 378.4527 368.7176 358.9782 349.2388 339.4939 329.749 319.9976 310.2461 300.4868 290.7275 280.9591 271.1907 261.4121 251.6334 241.8434 232.0533 222.2507 212.4482 202.6321 192.8161 182.9858 173.1555 163.3102

Bbf (m) Hbf (m) Hbf(m) Hbf(m) 2500 yr 0 yr 500 yr 1000 yr 602.1935 7.6725 3.848655 3.831561 592.4553 7.6725 3.933254 3.898038 582.7171 7.6725 4.021655 3.966862 572.9783 7.6725 4.112811 4.037939 563.2395 7.6725 4.208195 4.111609 553.4997 7.6725 4.30578 4.18763 543.7599 7.6725 4.407998 4.266516 534.0186 7.6725 4.51175 4.347867 524.2774 7.6725 4.620504 4.43238 514.5343 7.6725 4.730033 4.5195 504.7912 7.6725 4.844881 4.610112 495.0457 7.6725 4.959686 4.703508 485.3003 7.6725 5.080065 4.800767 475.5521 7.6725 5.199572 4.901036 465.8039 7.6725 5.324837 5.005583 456.0525 7.6725 5.448455 5.113437 446.301 7.6725 5.577948 5.226041 436.5459 7.6725 5.70515 5.342337 426.7907 7.6725 5.838287 5.463927 417.0313 7.6725 5.968705 5.589712 407.2719 7.6725 6.105083 5.721425 397.5077 7.6725 6.238624 5.857986 387.7435 7.6725 6.378138 6.001224 377.9741 7.6725 6.5151 6.150154 368.2046 7.6725 6.658074 6.306664 358.4294 7.6725 6.799267 6.469956 348.6541 7.6725 6.946579 6.641929 338.8725 7.6725 7.093447 6.822089 329.0909 7.6725 7.24666 7.012295 319.3025 7.6725 7.4014 7.212503 309.514 7.6725 7.562893 7.42448 299.7182 7.6725 7.728597 7.648808 289.9224 7.6725 7.901725 7.887114 280.1188 7.6725 8.08255 8.140832 270.3151 7.6725 8.271845 8.411417 260.5032 7.6725 8.473264 8.701442 250.6913 7.6725 8.684737 9.012181 240.8706 7.6725 8.913912 9.34773 231.0499 7.6725 9.15551 9.709232 221.2201 7.6725 9.421889 10.10284 211.3904 7.6725 9.704232 10.5297 201.5511 7.6725 10.0205 10.99879 191.7119 7.6725 10.35808 11.51163 181.8629 7.6725 10.74175 12.08118 172.014 7.6725 11.15493 12.71002 162.1551 7.6725 11.63102 13.41702

300.4624 300.4624 300.4624 300.4624 300.4624

189.7434 180.7316 171.7197 162.1291 152.5385

162.2612 152.577 142.8927 133.0757 123.2587

155.6551 145.8258 135.9964 126.1305 116.2646

153.465 143.6043 133.7436 123.8671 113.9907

152.2962 142.4271 132.5581 122.6789 112.7996

7.6725 7.6725 7.6725 7.6725 7.6725

12.14955 12.75537 13.42477 14.2189 15.11289

14.20732 15.10908 16.13307 17.32321 18.70292

Hbf(m) 1500 yr 3.828532 3.891831 3.957257 4.024885 4.094864 4.167256 4.242253 4.319908 4.400458 4.483949 4.57067 4.660663 4.754272 4.851547 4.952885 5.058355 5.168416 5.283167 5.403129 5.528457 5.659736 5.797198 5.941504 6.092994 6.252412 6.42025 6.597348 6.784406 6.982381 7.192256 7.415138 7.65239 7.905325 8.175818 8.465479 8.776884 9.112075 9.474609 9.867186 10.29476 10.76106 11.27311 11.83631 12.46079 13.15485 13.93357

Hbf(m) 2000 yr 3.828107 3.890964 3.95592 4.023079 4.092558 4.164476 4.238967 4.316168 4.396233 4.479321 4.56561 4.655287 4.748557 4.845641 4.946778 5.05223 5.162276 5.277234 5.397429 5.523247 5.65507 5.793375 5.938614 6.091376 6.252204 6.421833 6.600922 6.790395 6.991068 7.204111 7.430546 7.671878 7.929412 8.205101 8.500652 8.818635 9.161334 9.532194 9.934346 10.37251 10.85111 11.37676 11.95594 12.59823 13.31345 14.11606

Hbf(m) 2500 yr 3.828168 3.891092 3.956119 4.02336 4.092926 4.164949 4.239551 4.316886 4.397096 4.480358 4.566835 4.656737 4.75025 4.847624 4.949073 5.054896 5.165343 5.280769 5.401472 5.527878 5.660342 5.799379 5.945419 6.09909 6.260915 6.431666 6.611991 6.802847 7.005048 7.219793 7.448121 7.69155 7.95143 8.229715 8.528186 8.849403 9.195765 9.570691 9.977489 10.42083 10.90541 11.43778 12.0248 12.67602 13.4018 14.21662

14.81029 15.80858 16.95117 18.27708 19.82802

15.02165 15.13694 16.05313 16.1858 17.2367 17.39085 18.61106 18.79132 20.22357 20.4371

Elevation Profiles
80 70 60

Elevation m

0 yr

50 40 30 20

500 yr 1000 yr 1500 yr 2000 yr 2500 yr

10
0
0 50000 100000 150000 200000 250000 300000 350000 400000

Downchannel distance m

Bankfull Width Profiles
700 600

Bankfull Width m

500 400 300 200 100 0
0 50000 100000 150000 200000 250000 300000 350000 400000

0 yr 500 yr 1000 yr 1500 yr 2000 yr 2500 yr

Downchannel distance m

Bankfull Depth Profiles
25

Bankfull depth m

20
0 yr 500 yr 1000 yr 1500 yr

15

10

2000 yr 2500 yr

5

0 0 50000 100000 150000 200000 250000 300000 350000 400000

Downchannel distance m


				
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Description: Introduction