Cercet ări de geomorfologie aplicată pentru cunoaşterea modificărilor la nivelul albiilor de...
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Cercet Cercet ări de ări de geomorfologie aplicată geomorfologie aplicată pentru cunoaşterea pentru cunoaşterea modificărilor la modificărilor la nivelul albiilor de nivelul albiilor de râu râu
description
Cercet ări de geomorfologie aplicată pentru cunoaşterea modificărilor la nivelul albiilor de râu. Factori de control ai modificărilor albiilor de râu. Ce trebuie să cunoască un geomorfolog?. Cu privire la tipul de albie. Tipuri de albii. - PowerPoint PPT Presentation
Transcript of Cercet ări de geomorfologie aplicată pentru cunoaşterea modificărilor la nivelul albiilor de...
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Cercetri de geomorfologie aplicat pentru cunoaterea modificrilor la nivelul albiilor de ru
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Factori de control ai modificrilor albiilor de ru
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Ce trebuie s cunoasc un geomorfolog?Cu privire la tipul de albie
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Tipuri de albiiTipuri de albii n relaie direct cu ajustarea geometriei hidraulice prin agradare i degradare n profil longitudinalul al rurilor est-carpatice
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Cu privire la relaiile debit lichid - debit solid
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Dinamica patului albiei, r. Suceava, Brodina
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Cu privire la caracteristicile geometrice, fizice i petrografice ale aluviunilor
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Banda granulometrica a albiei r. Siret
Diagram1
0000000-800000000000000000000000000000000000000000-8
0000000-700000000000000000000000000000000000000000-7
0000000-6000000000000000000000012001000000723110000-6
26222612141022-51861210231620201616616684216362120263821062545151410205020211318222646-5
18301620152219-4261824302720222420222221222123121612252220241416241318282412934181820222018182018-4
12141214141410-3161818181516121616181417161921131612141414141528181216131512191682814242218161816-3
16131217161310-2142020181418121214141414151817101512916143132217121818131222156812222014141614-2
8569974-161085387861248687576667061010691376185236688984-1
41484630444225342225344233343032612344411541131420
0377617414524667522254453524321366343283111041121441
8376125132574545104143182161010231171034647617146122261346115616322
2343621133623324285145105522764548444710468421264354813
66644444466534352647234844356655335722553045555234
00000005000000000000000000000000000000000000000005
gravels2 - 64 mm
sandsunder 2 mm
Grain size (phi)
%
Sheet1
Siret - granulometrie uni si bi
Sectiuni in lungul raului SiretSVMDBTTr
mphi123456789101112131415161718192021222324252627282930303132333435363738394041424344454647484950515253
> 256-8000000000000000000000000000000000000000000000000000
256-128-7000000000000000000000000000000000000000000000000000
128-64 mm-63000002000000100000000000000012001000000723110000000
64-32 mm-5252226121410201861210231619201616616684216362120263821062545151410205020211318222646000
32-16 mm-418301620152219261824302720222420222221222123121612252220241416241318282412934181820222018182018000
16-8 mm-312141214141410161818181516121616181417161921131612141414141528181216131512191682814242218161816000
8 - 4 mm-211131217161310142020181418121214141414151817101512916143132217121818131222156812222014141614000
4-2 mm-1856997461085387861248687576667061010691376185236688984000
2-1 mm0414846344422534222534423334303261234441154113142101
1-0.5 mm123776174452466752225445352432136634328311104112144102
0.5-0.25 mm283761251357454510414318216101023117103464761714612226134611561632933650
0.25-0.125 mm35343621136233242851451055227645484447104684212643548135841
0.125-0.063 mm4466444446653435264723484435665533572255304555523266
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Cu privire la eroziunile i acumulrile din lungul albiilor Evoluia actual a albiei rului Olte, aval de Bal, cu indicarea zonelor de eroziune i acumulare
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Variaia debitelor lichide i solide medii anuale ale rului Suceava la postul hidrometric Icani Variaia n timp a indicelui de sinuozitate a albiei rului Suceava n zona extracarpatic
Diagram1
1.8251.725
1.11.2
1.51.2
3.051.225
1.5751.05
1.8051.1
1.91.15
1.21.175
1.8751.3
1.7751.15
1.81.05
1.751.025
1.1751.25
1.4751.55
1.21.225
1.2251.7
1.251.275
1.31.275
1.0251.35
1.2251.1
1.21.12
2.0251.125
1.251.1
1.21.075
1.2251.2
1.551.225
1.51.05
2.2751.075
1.1251.1
1.31.1
1.0751.25
1.11.075
1.31.25
1.11.125
1.2751.075
1.1251.1
1.0751.05
1.1251.175
1.21.175
1.5251.15
1.351.12
1.0751.175
2.451.5
2.11.075
1.8251.2
1.11.25
1.31.375
1.351.275
1.2751.3
IS(1960)
IS(1984)
Lungimea raului, L, km
Indice de sinuozitate, IS
Foaie1
19601984L (km)IS(1960)IS(1984)ID(1960)ID(1984)
La(km)IsIdLa(km)IsId11.8251.725001
11.82501.725021.11.202.92.3
21.101.22.931.51.200
31.501.2043.051.22500
43.0501.225051.5751.051.950
51.5751.951.05061.8051.100
61.80501.1071.91.1500
71.901.15081.21.17500
81.201.175091.8751.305.15
91.87501.35.15101.7751.151.95.1
101.7751.91.155.1111.81.0504.7
111.801.054.7121.751.02504.4
121.7501.0254.4131.1751.2500
131.17501.250141.4751.5500
141.47501.550151.21.2251.850
151.21.851.2250161.2251.700
161.22501.70171.251.27500
171.2501.2750181.31.27500
181.301.2750191.0251.3500
191.02501.350201.2251.11.853.05
201.2251.851.13.05211.21.1203.1
211.201.123.1222.0251.12500
222.02501.1250231.251.100
231.2501.10241.21.07501.9
241.201.0751.9251.2251.201.85
251.22501.21.85261.551.22500
261.5501.2250271.51.0500
271.501.050282.2751.07500
282.27501.0750291.1251.100
291.12501.10301.31.100
301.301.10311.0751.2500
311.07501.250321.11.07500
321.101.0750331.31.2500
331.301.250341.11.12500
341.101.1250351.2751.0752.22.1
351.2752.21.0752.1361.1251.100
361.12501.10371.0751.0500
371.07501.050381.1251.17500
381.12501.1750391.21.17500
391.201.1750401.5251.1502.2
401.52501.152.2411.351.1201.1
411.3501.121.1421.0751.17501.6
421.07501.1751.6432.451.501.65
432.4501.51.65442.11.07500
442.101.0750451.8251.200
451.82501.20461.11.2500
461.101.250471.31.37500
471.301.3750481.351.27500
481.3501.2750491.2751.300
491.27501.30501.31.21.40
501.31.41.20
Foaie1
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00
00
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Foaie2
Foaie2
1.8251.725
1.11.2
1.51.2
3.051.225
1.5751.05
1.8051.1
1.91.15
1.21.175
1.8751.3
1.7751.15
1.81.05
1.751.025
1.1751.25
1.4751.55
1.21.225
1.2251.7
1.251.275
1.31.275
1.0251.35
1.2251.1
1.21.12
2.0251.125
1.251.1
1.21.075
1.2251.2
1.551.225
1.51.05
2.2751.075
1.1251.1
1.31.1
1.0751.25
1.11.075
1.31.25
1.11.125
1.2751.075
1.1251.1
1.0751.05
1.1251.175
1.21.175
1.5251.15
1.351.12
1.0751.175
2.451.5
2.11.075
1.8251.2
1.11.25
1.31.375
1.351.275
1.2751.3
IS(1960)
IS(1984)
Lungimea raului, L, km
Indice de sinuozitate, IS
Foaie3
00
02.9
00
00
1.950
00
00
00
05.15
1.95.1
04.7
04.4
00
00
1.850
00
00
00
00
1.853.05
03.1
00
00
01.9
01.85
00
00
00
00
00
00
00
00
00
2.22.1
00
00
00
00
02.2
01.1
01.6
01.65
00
00
00
00
00
00
1.40
Chart1
6.0520.353
14.4583.88
9.4051.79
11.9442.4
10.3241.8
30.42226.9
10.9911.86
9.7512.78
12.8417.953
13.1653.78
13.8063.32
11.1323.28
13.3243.12
9.5283.03
10.7961.31
20.03821.2
10.6722.65
14.7746.78
10.951.89
29.72860.6
27.25110.2
18.13324.4
21.77312.3
22.15222.2
20.1950
21.06517.7
16.4375.16
20.81711.9
30.60164.6
24.28736.7
21.83310.7
29.91343
18.9387.5
12.4645.95
20.61719.6
13.91617
7.6571.16
6.3141.08
21.66514
15.2066.91
4.860.139
22.27832.6
13.319.3
11.0732.52
7.040.518
12.416.6
23.812.4
19.5114.7
2416.6
18.73.59
10.941.12
15.68.8
25.522.6
Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
Sheet1
Raul Suceava, Brodina
AnulQ, mc/sQs, kg/s
19501.5980.132
19513.8171.19
19522.4830.464
19533.1530.623
19542.7260.481
19558.0315.77
19562.9020.486
19572.7190.646
19584.6391.89
19594.231.55
19603.5840.906
19612.5320.518
19623.1881.06
19632.7730.671
19644.2210.953
19654.0251.34
19662.8020.465
19674.4971.88
19683.4280.726
19695.4923.84
19706.8315.41
19714.6111.32
19725.2851.98
19736.0233.72
19744.6272.86
19754.2512.03
19763.5832.11
19775.2173.52
19786.519.83
19794.6589.92
19804.4581.94
19816.4213.17
19824.7453.07
19833.6221.62
19844.4721.97
19853.4351.11
19862.9931.25
19872.1911.23
19884.871.49
19895.1491.66
19901.7212.12
19915.5291.86
19923.490.631
19933.2940.522
19942.330.908
19955.4110.5
19965.442.34
19974.874.19
19986.253.95
19995.22.74
20003.730.631
20011.525.55
20027.4213.6
Raul Suceava, Brodina
AnulQ, mc/sQs, kg/s
19506.0520.353
195114.4583.88
19529.4051.79
195311.9442.4
195410.3241.8
195530.42226.9
195610.9911.86
19579.7512.78
195812.8417.953
195913.1653.78
196013.8063.32
196111.1323.28
196213.3243.12
19639.5283.03
196410.7961.31
196520.03821.2
196610.6722.65
196714.7746.78
196810.951.89
196929.72860.6
197027.25110.2
197118.13324.4
197221.77312.3
197322.15222.2
197420.1950
197521.06517.7
197616.4375.16
197720.81711.9
197830.60164.6
197924.28736.7
198021.83310.7
198129.91343
198218.9387.5
198312.4645.95
198420.61719.6
198513.91617
19867.6571.16
19876.3141.08
198821.66514
198915.2066.91
19904.860.139
199122.27832.6
199213.319.3
199311.0732.52
19947.040.518
199512.416.6
199623.812.4
199719.5114.7
19982416.6
199918.73.59
200010.941.12
200115.68.8
200225.522.6
Raul Solonet, Parhauti
AnulQ, mc/sQs, kg/s
19500.4480.032
19511.071.14
19520.6960.448
19530.8840.56
19540.7640.378
19552.25121.4
19560.7332.37
19570.6430.105
19580.6820.302
19590.7550.226
19600.8590.544
19610.9430.953
19620.7911.45
19630.5930.213
19640.5320.136
19651.6215.32
19660.6980.132
19671.040.881
19680.7980.256
19691.89612.5
19702.64153.6
19711.432.99
19721.2380.735
19731.7014.32
19741.3614.57
19751.4876.28
19761.2392.57
19771.2351.87
19782.28510.7
19792.0110.2
19801.4283.18
19812.2595.43
19821.5151.91
19830.7870.882
19841.7164.27
19851.1732.9
19860.3810.027
19870.390.12
19881.4824.26
19890.8910.929
19900.2520.017
19911.93211.2
19920.9462.56
19930.8530.985
19940.480.066
19950.5080.049
19961.511.41
19971.520.952
19981.772.06
19991.50.823
20000.7620.137
20011.278.6
20021.51.97
R. Somuzu Mare, Dolhesti
AnulQ, mc/sQs, kg/s
19500.6050.2
19511.4461
19520.9410.46
19531.1783.16
19540.8930.368
19554.327.78
19561.7011.18
19571.150.443
19581.2520.547
19591.3620.633
19601.4180.628
19611.1350.577
19621.1280.883
19631.040.747
19640.7670.26
19651.8584.44
19661.6231.29
19671.471.06
19681.0511.08
19693.0686.54
19703.3394.42
19711.7482.6
19722.5031.72
19732.3062.02
19742.2482.79
19752.2683.1
19761.461.03
19771.8031.31
19783.0182.38
19792.8332.37
19802.492.36
19813.3086.02
19822.6081.78
19830.8750.566
19842.2482.22
19852.0732.41
19860.7290.37
19870.9250.464
19882.5522.78
19891.1961.08
19900.6960.21
19912.5132.43
19921.711.44
19931.1032.52
19940.6630.33
19950.7290.098
19961.730.305
19972.070.645
19982.952.02
19992.121.04
20001.110.136
20011.320.208
20022.321.07
Sheet1
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&A
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Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
R.Suceava, Brodina
Sheet2
0
0
0
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Qs, kg/s
Q, mc/s
Qs, kg/s
R. Suceava, Brodina
Qs = 0.1706Q1.6581R2 = 0.4431
Sheet3
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Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
0
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0
0
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0
0
Q, mc/s
Qs, kg/s
R.Suceava, Itcani
Qs = 0.0037Q2.752R2 = 0.8118
0
0
0
0
0
0
0
0
0
0
0
0
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Q, mc/s
Qs, kg/s
R.Solonet, Parhauti
Qs = 0.9522Q3.1713R2 = 0.8443
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Q, mc/s
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Q, mc/s
Qs, kg/s
R. Solonet, Parhauti
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Q, mc/s
Qs, kg/s
R.Somuzu Mare, Dolhesti
Qs = 0.4948Q1.7108R2 = 0.6568
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Q, mc/s
Qs, kg/s
Q, mc/s
Qs, kg/s
R.Somuzu Mare, Dolhesti
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Cu privire la procesele fluviale sub influena barajelor Cercetarea geomorfologic trebuie s se raporteze la cunoaterea faptului c se disting trei perioade de evoluie: - prima perioad imediat dup construirea barajului, caracterizat prin reinerea aproape complet a aluviunilor aduse de ru i eroziunii locale (afuieri) pe ntinse sectoare n aval de baraj;- a doua perioad este dominat de aluvionarea patului albiei amonte de lac, iar aval de baraj se stabilizeaz la nivel de pavaj;- a treia perioad corespunde colmatrii aproape totale a lacului, iar transportul solid, amonte i aval se apropie foarte mult de regimul anterior amenajrii.
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Albii minore aval de baraj
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Efectul interveniilor antropice asupra dinamicii albiei rului Brlad
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Deformarea profilului longitudinal prin agradare
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Forma seciunii transversale i tendinele de modificare sub influena interveniilor antropice Variaia Q si Qs in sectiunea Vaslui intre 1985-2004.
Inaltimea patului albiei r. Barlad la Vaslui intre 1985 -2004
Diagram2
5.4511.7
1.260.676
0.4630.446
4.5920.2
1.794.48
0.9322.38
5.4233.12
3.6514
1.743.24
0.880.42
0.6020.41
4.573.6
3.161.74
3.030.482
3.31.9
1.320.135
0.560.108
1.570.255
1.640.583
Sediment transport, Qs, kg/s
River flow, Q, cm/s
A.
Q, mc/s
Qs, kg/s
Foaie1
Foaie1
2.875
2.98
2.865
2.8925
2.88
2.7218
2.835
2.892
2.9125
2.884
2.8975
2.91
2.878775
2.882
2.974
2.9
2.8475
2.8414285714
2.9285714286
3.012
3.0875
3.085
3.026
2.94
2.932
3.0325
2.8866666667
2.975
3.0625
2.97
3.028
3.0583333333
3.034
2.998
3.0116666667
2.9357142857
2.9
2.861
2.8125
2.8866666667
2.924
2.8833333333
2.9275
2.882
2.888
2.9775
3.0525
2.92
2.9325
2.96
3.084
2.909
2.9466666667
2.972
3
2.85
2.99
2.95
2.875
3.08
2.9516666667
2.954
2.9616666667
2.93
2.99
3.0028571429
3.056
3.0283333333
3.06
3.0371428571
3.0385714286
3.072
3.0242857143
3.0633333333
3.1325
3.2875
3.3
2.9657142857
2.928
3.014
2.9125
3.0275
3.075
3.1433333333
3.14
3.1425
3.076
3.2433333333
3.09
2.9657142857
3.08
3.0816666667
3.085
2.985
2.94
2.9125
3.096
3.13
3.12
3.0855555556
3.0725
2.994
3.01
2.94
2.91
3.034
2.935
2.972
3.112
2.91
2.9916666667
3.07125
2.9416666667
2.85
2.9055555556
2.8725
2.59
2.686
2.694
2.776
2.878
2.9175
2.9651666667
2.6875
2.7883333333
2.8516666667
2.8242857143
2.728
2.7166666667
2.734
2.786
2.69
3.062
2.8941666667
2.7483333333
2.6316666667
2.684
2.746
2.8125
2.68
2.815
2.9075
2.6971428571
2.632
2.7566666667
2.542
2.7185714286
2.5871428571
2.6075
2.5283333333
2.672
2.62
2.50625
2.5216666667
2.4383333333
2.4825
2.5383333333
2.632
2.75
2.69
2.662
2.66
2.66
2.4266666667
2.3183333333
2.4116666667
2.486
2.47
2.4366666667
2.6116666667
2.5266666667
2.095
2.58
2.58
2.475
2.3483333333
2.435
2.452
2.49
2.654
2.735
2.7325
2.6585714286
2.585
2.604
2.5225
2.5675
2.555
2.564
2.5475
2.5925
2.62
2.54
2.612
2.5583333333
2.47
2.5325
2.4875
2.35
2.4075
2.3616666667
2.34
2.3366666667
2.222
2.166
2.1533333333
2.166
2.115
2.23
2.2033333333
2.1975
2.2275
2.14
1.9725
2.232
2.2233333333
2.105
2.1
2.0633333333
2.155
2.118
2.37
2.362
2.118
225
226
1985
2004
1986
1988
1990
1992
1994
1996
1998
2000
Initial series of bed elevation
Moving average
Time in months, T
Bed elevation, Be, cm
Foaie2
5.4511.7
1.260.676
0.4630.446
4.5920.2
1.794.48
0.9322.38
5.4233.12
3.6514
1.743.24
0.880.42
0.6020.41
4.573.6
3.161.74
3.030.482
3.31.9
1.320.135
0.560.108
1.570.255
1.640.583
Sediment transport, Qs, kg/s
River flow, Q, cm/s
Q, mc/s
Qs, kg/s
Foaie3
Diagram1
2.875
2.98
2.865
2.8925
2.88
2.7218
2.835
2.892
2.9125
2.884
2.8975
2.91
2.878775
2.882
2.974
2.9
2.8475
2.8414285714
2.9285714286
3.012
3.0875
3.085
3.026
2.94
2.932
3.0325
2.8866666667
2.975
3.0625
2.97
3.028
3.0583333333
3.034
2.998
3.0116666667
2.9357142857
2.9
2.861
2.8125
2.8866666667
2.924
2.8833333333
2.9275
2.882
2.888
2.9775
3.0525
2.92
2.9325
2.96
3.084
2.909
2.9466666667
2.972
3
2.85
2.99
2.95
2.875
3.08
2.9516666667
2.954
2.9616666667
2.93
2.99
3.0028571429
3.056
3.0283333333
3.06
3.0371428571
3.0385714286
3.072
3.0242857143
3.0633333333
3.1325
3
3
2.9657142857
2.928
3.014
2.9125
3.0275
3.075
3.1433333333
3.14
3.1425
3.076
3.2433333333
3.09
2.9657142857
3.08
3.0816666667
3.085
2.985
2.94
2.9125
3.096
3.13
3.12
3.0855555556
3.0725
2.994
3.01
2.94
2.91
3.034
2.935
2.972
3.112
2.91
2.9916666667
3.07125
2.9416666667
2.85
2.9055555556
2.8725
2.59
2.686
2.694
2.776
2.878
2.9175
2.9651666667
2.6875
2.7883333333
2.8516666667
2.8242857143
2.728
2.7166666667
2.734
2.786
2.69
3.062
2.8941666667
2.7483333333
2.6316666667
2.684
2.746
2.8125
2.68
2.815
2.9075
2.6971428571
2.632
2.7566666667
2.542
2.7185714286
2.5871428571
2.6075
2.5283333333
2.672
2.62
2.50625
2.5216666667
2.4383333333
2.4825
2.5383333333
2.632
2.75
2.69
2.662
2.66
2.66
2.4266666667
2.3183333333
2.4116666667
2.486
2.47
2.4366666667
2.6116666667
2.5266666667
2.095
2.58
2.58
2.475
2.3483333333
2.435
2.452
2.49
2.654
2.735
2.7325
2.6585714286
2.585
2.604
2.5225
2.5675
2.555
2.564
2.5475
2.5925
2.62
2.54
2.612
2.5583333333
2.47
2.5325
2.4875
2.35
2.4075
2.3616666667
2.34
2.3366666667
2.222
2.166
2.1533333333
2.166
2.115
2.23
2.2033333333
2.1975
2.2275
2.14
1.9725
2.232
2.2233333333
2.105
2.1
2.0633333333
2.155
2.118
2.37
2.362
2.118
225
226
1985
2004
1986
1988
1990
1992
1994
1996
1998
2000
Initial series of bed elevation
Moving average
B.
Time in months, T
Bed elevation, Be, cm
Foaie1
Foaie1
2.875
2.98
2.865
2.8925
2.88
2.7218
2.835
2.892
2.9125
2.884
2.8975
2.91
2.878775
2.882
2.974
2.9
2.8475
2.8414285714
2.9285714286
3.012
3.0875
3.085
3.026
2.94
2.932
3.0325
2.8866666667
2.975
3.0625
2.97
3.028
3.0583333333
3.034
2.998
3.0116666667
2.9357142857
2.9
2.861
2.8125
2.8866666667
2.924
2.8833333333
2.9275
2.882
2.888
2.9775
3.0525
2.92
2.9325
2.96
3.084
2.909
2.9466666667
2.972
3
2.85
2.99
2.95
2.875
3.08
2.9516666667
2.954
2.9616666667
2.93
2.99
3.0028571429
3.056
3.0283333333
3.06
3.0371428571
3.0385714286
3.072
3.0242857143
3.0633333333
3.1325
3.2875
3.3
2.9657142857
2.928
3.014
2.9125
3.0275
3.075
3.1433333333
3.14
3.1425
3.076
3.2433333333
3.09
2.9657142857
3.08
3.0816666667
3.085
2.985
2.94
2.9125
3.096
3.13
3.12
3.0855555556
3.0725
2.994
3.01
2.94
2.91
3.034
2.935
2.972
3.112
2.91
2.9916666667
3.07125
2.9416666667
2.85
2.9055555556
2.8725
2.59
2.686
2.694
2.776
2.878
2.9175
2.9651666667
2.6875
2.7883333333
2.8516666667
2.8242857143
2.728
2.7166666667
2.734
2.786
2.69
3.062
2.8941666667
2.7483333333
2.6316666667
2.684
2.746
2.8125
2.68
2.815
2.9075
2.6971428571
2.632
2.7566666667
2.542
2.7185714286
2.5871428571
2.6075
2.5283333333
2.672
2.62
2.50625
2.5216666667
2.4383333333
2.4825
2.5383333333
2.632
2.75
2.69
2.662
2.66
2.66
2.4266666667
2.3183333333
2.4116666667
2.486
2.47
2.4366666667
2.6116666667
2.5266666667
2.095
2.58
2.58
2.475
2.3483333333
2.435
2.452
2.49
2.654
2.735
2.7325
2.6585714286
2.585
2.604
2.5225
2.5675
2.555
2.564
2.5475
2.5925
2.62
2.54
2.612
2.5583333333
2.47
2.5325
2.4875
2.35
2.4075
2.3616666667
2.34
2.3366666667
2.222
2.166
2.1533333333
2.166
2.115
2.23
2.2033333333
2.1975
2.2275
2.14
1.9725
2.232
2.2233333333
2.105
2.1
2.0633333333
2.155
2.118
2.37
2.362
2.118
225
226
1985
2004
1986
1988
1990
1992
1994
1996
1998
2000
Initial series of bed elevation
Moving average
Time in months, T
Bed elevation, Be, cm
Foaie2
5.4511.7
1.260.676
0.4630.446
4.5920.2
1.794.48
0.9322.38
5.4233.12
3.6514
1.743.24
0.880.42
0.6020.41
4.573.6
3.161.74
3.030.482
3.31.9
1.320.135
0.560.108
1.570.255
1.640.583
Sediment transport, Qs, kg/s
River flow, Q, cm/s
Q, mc/s
Qs, kg/s
Foaie3
-
Albia canalizat a Brladului are indicii c se va transforma n albie meandrat, apropiat de condiiile de evoluie a albiei naturale a rului
Diagram1
0.11
-0.28
0
0
-0.1
-0.26
-0.02
0.21
-0.08
0.04
0.55
0.49
0.34
-0.38
0.23
-0.26
-0.14
0.3
0.38
-0.09
0.27
0.06
0.33
-0.23
0.76
-0.85
0.53
-0.14
0.37
Asimmetry to left
Asimmetry to right
Stream length, L, km
Index of channel asimmetry, AS
Foaie1
Variatia D50 - r. Barlad
Foaie1
0.180.0270.0073
0.190.0660.0035
0.0110.0180.018
0.10.0190.085
0.140.0210.0033
0.030.00340.12
0.180.0210.045
0.10.030.0011
0.050.0350.0034
0.060.0360.023
0.30.0030.029
0.30.0280.1
0.320.050.036
0.340.0590.012
0.330.00570.029
0.290.00360.058
0.280.0310.027
0.260.00860.023
0.320.0340.005
0.320.120.036
0.260.0550.012
0.30.050.14
0.30.00480.04
0.280.070.028
0.280.0650.048
0.350.0310.14
0.290.0350.073
221.30.0650.002
227.10.030.015
2320.130.096
Pat albie
Mal stang
Mal drept
Lungimea raului, L, km
D50, mm
Foaie2
3
2
2.66
2.4
0.6
0.6
1
0.68
0.53
0.51
0.62
0.41
0.3
0.26
0.07
0.82
0.66
0.21
0.75
0.49
0.53
0.43
0.37
0.3
0.5
0.69
0.39
0.21
0.09
Lungimea raului, L, km
Panta albiei minore, Ia, m/km
Ia = -0.7067Ln(L) + 3.9309R2 = 0.654
Foaie3
0.11
-0.28
0
0
-0.1
-0.26
-0.02
0.21
-0.08
0.04
0.55
0.49
0.34
-0.38
0.23
-0.26
-0.14
0.3
0.38
-0.09
0.27
0.06
0.33
-0.23
0.76
-0.85
0.53
-0.14
0.37
Lungimea raului, L, km
Indice de asimetrie a albiei, AS
47.71
38.02
61.68
36.53
79.54
42.67
42.61
61.06
52.11
54.25
19.35
27.03
43.79
59.87
21.14
33.71
45.86
59.78
31.2
40.23
28.52
52.41
24.78
20.83
17.31
27.88
52.9
51.42
17.48
Parametrul M
Raport latime/adancime (F)
F = -0.6677 M + 50.231r = 0.673
0.18
0.19
0.011
0.1
0.14
0.03
0.18
0.1
0.05
0.06
0.3
0.3
0.32
0.34
0.33
0.29
0.28
0.26
0.32
0.32
0.26
0.3
0.3
0.28
0.28
0.35
0.29
221.3
227.1
232
Lungimea raului, L, km
D50 pat albie, mm
D50 = 0.0816Ln(L) - 0.129R2 = 0.403
L (km)Sb (kmp)I (m/km)MA+P p (%)A+P m(%)B (m)Hmax(m)SS(mp)Hmed(m)RhIAAS(mp)AD(mp)
L (km)1
Sb (kmp)0.9931
I (m/km)-0.572-0.5721
M-0.407-0.4160.2341
A+P p (%)0.004-0.0450.0640.2561
A+P m(%)-0.458-0.4570.1600.8960.0161
B (m)0.2090.193-0.392-0.052-0.3250.0221
Hmax(m)-0.510-0.5280.0530.221-0.0590.2790.4211
SS(mp)0.001-0.019-0.2280.033-0.1100.0550.8560.6971
Hmed(m)-0.384-0.4160.1840.3140.2670.2500.1360.7990.4741
Rh-0.312-0.3440.0970.2780.2270.2300.2350.8210.5710.9871
IA0.1390.141-0.198-0.2610.041-0.202-0.029-0.098-0.0380.0170.0371
AS(mp)-0.146-0.165-0.0900.153-0.1200.1570.7340.6640.8610.3870.459-0.3671
AD(mp)0.0560.039-0.282-0.038-0.0330.0150.6840.5720.8380.4600.5490.4450.4941
0.180.0270.0073
0.190.0660.0035
0.0110.0180.018
0.10.0190.085
0.140.0210.0033
0.030.00340.12
0.180.0210.045
0.10.030.0011
0.050.0350.0034
0.060.0360.023
0.30.0030.029
0.30.0280.1
0.320.050.036
0.340.0590.012
0.330.00570.029
0.290.00360.058
0.280.0310.027
0.260.00860.023
0.320.0340.005
0.320.120.036
0.260.0550.012
0.30.050.14
0.30.00480.04
0.280.070.028
0.280.0650.048
0.350.0310.14
0.290.0350.073
221.30.0650.002
227.10.030.015
2320.130.096
River bed
Right bank
Left bank
Pat albie
Mal stang
Mal drept
Stream length, L, km
D50, mm
0.11
-0.28
0
0
-0.1
-0.26
-0.02
0.21
-0.08
0.04
0.55
0.49
0.34
-0.38
0.23
-0.26
-0.14
0.3
0.38
-0.09
0.27
0.06
0.33
-0.23
0.76
-0.85
0.53
-0.14
0.37
Asimmetry to left
Asimmetry to right
Stream length, L, km
Index of channel asimmetry, AS
0.180.0270.0073
0.190.0660.0035
0.0110.0180.018
0.10.0190.085
0.140.0210.0033
0.030.00340.12
0.180.0210.045
0.10.030.0011
0.050.0350.0034
0.060.0360.023
0.30.0030.029
0.30.0280.1
0.320.050.036
0.340.0590.012
0.330.00570.029
0.290.00360.058
0.280.0310.027
0.260.00860.023
0.320.0340.005
0.320.120.036
0.260.0550.012
0.30.050.14
0.30.00480.04
0.280.070.028
0.280.0650.048
0.350.0310.14
0.290.0350.073
221.30.0650.002
227.10.030.015
2320.130.096
Pat albie
Mal stang
Mal drept
Lungimea raului, L, km
D50, mm
0.18
0.19
0.011
0.1
0.14
0.03
0.18
0.1
0.05
0.06
0.3
0.3
0.32
0.34
0.33
0.29
0.28
0.26
0.32
0.32
0.26
0.3
0.3
0.28
0.28
0.35
0.29
221.3
227.1
232
Stream length, L, km
D50 river bed, mm
D50 = 0.0816Ln(L) - 0.129R2 = 0.403
0.18
0.19
0.011
0.1
0.14
0.03
0.18
0.1
0.05
0.06
0.3
0.3
0.32
0.34
0.33
0.29
0.28
0.26
0.32
0.32
0.26
0.3
0.3
0.28
0.28
0.35
0.29
221.3
227.1
232
Lungimea raului, L, km
D50 pat albie, mm
D50 = 0.0816Ln(L) - 0.129R2 = 0.403
3
2
2.66
2.4
0.6
0.6
1
0.68
0.53
0.51
0.62
0.41
0.3
0.26
0.07
0.82
0.66
0.21
0.75
0.49
0.53
0.43
0.37
0.3
0.5
0.69
0.39
0.21
0.09
Stream length, L, km
River channel slope, Ia, m/km
Ia = -0.7067Ln(L) + 3.9309R2 = 0.654
47.71
38.02
61.68
36.53
79.54
42.67
42.61
61.06
52.11
54.25
19.35
27.03
43.79
59.87
21.14
33.71
45.86
59.78
31.2
40.23
28.52
52.41
24.78
20.83
17.31
27.88
52.9
51.42
17.48
M parameter
Width/depth (F)
F = -0.6677 M + 50.231r = 0.673
MBD00192C21.xls
Chart1
0.11
-0.28
0
0
-0.1
-0.26
-0.02
0.21
-0.08
0.04
0.55
0.49
0.34
-0.38
0.23
-0.26
-0.14
0.3
0.38
-0.09
0.27
0.06
0.33
-0.23
0.76
-0.85
0.53
-0.14
0.37
Asimmetry to right
Asimmetry to left
Stream length, L, km
Index of channel asimmetry, IAS
Sheet1
RAUL BARLAD
Denumirea sectiunii de masurareDistanta de la obarsieSbPanta albieiLatimea albieiAdancimea maximaSuprafata sectiunii transversaleAdancimea medieRaza hidraulicaIndice de asimetrieSSSSSDParametrul MA + PA + PRaportParametrul MLatimea albieiAdancimea maximaRaportParametrul M
L (km)(Kmp)I (m/km)Hmax (m)SS (mp)Hmed (m)RhIAAS (mp)AD (mp)Pat albieMaluriB/HHmax (m)B/H
B, m%Pat albieMal stangMal dreptB, m
L (km)Sb (kmp)I (m/km)B, mHmax (m)SS (mp)Hmed (m)RhIAAS (mp)AD (mp)(%)mmmmmmD50SoF
Oniceni8.544320.22.8631.11.541.410.1113.8617.1547.7113530.1800.0270.00730.181.994891434813.116883116947.7120.22.867.062937062947.71
Bacesti15.21312265.0370.982.732.47-0.2845.4225.5638.020460.2500.0660.00350.251.64750894219.523809523838.02265.035.168986083538.02
Dumesti223722.6622.16.0197.194.43.57048.7148.4761.6886520.0030.0180.0180.00342.05798302175.022727272761.6822.16.013.677204658961.68
Silistea Negresti31.57572.445.47.57193.694.273.96097.1896.536.5350340.1000.0190.0850.11.610.632318501236.5345.47.575.997357992136.53
Negresti358150.658.86.85201.543.433.25-0.1110.5790.9779.547880.1400.0210.00330.141.49071198517.142857142979.5458.86.858.583941605879.54
Buhaesti-Podeni43.910730.6485.8989.891.871.63-0.2656.7433.1542.670460.0300.00340.120.0304.625.668449197942.67485.898.149405772542.67
Brabusoaia54.21276131.55.0395.493.032.78-0.0248.8546.6442.6134430.2500.0210.0450.491.563471919910.39603960442.6131.55.036.262425447342.61
Maraseni58.513520.6858.37.87221.753.83.610.2187.95133.861.0668590.1000.030.0011215.342105263261.0658.37.877.407878017861.06
Rediu66.115430.531135.7317.582.812.75-0.08171.96145.6252.1190500.0500.0350.00340.0054.240.213523131752.111135.719.824561403552.11
Vaslui sud69.424920.5128.33.4257.272.021.890.0427.5826.6954.250620.0020.0360.0230.002214.009900990154.2528.33.428.274853801254.25
Muntenii de Jos74.425270.62595.4148.772.522.410.5533.31115.4619.350210.3000.0030.0290.301.626978433623.412698412719.35595.410.925925925919.35
Barlad7926090.4177.86.67221.32.842.720.49113.73107.5727.030290.3200.050.0360.321.463850109427.394366197227.0377.86.6711.66416791627.03
Crasna pod87.331670.3110.26.61305.392.772.70.34101.36204.0343.790460.3400.0590.0120.341.461630471939.783393501843.79110.26.6116.67170953143.79
Podu Doamnei9632290.26100.65.82264.092.632.57-0.38182.2881.8159.870630.3300.00570.0290.331.414213562438.250950570359.87100.65.8217.285223367759.87
Sarbi aval10533650.07846.58222.372.652.560.2385.34137.0321.144560.2900.00360.0580.291.533929977731.698113207521.14846.5812.765957446821.14
Banca11334430.8298.57.23329.93.353.27-0.26207.93121.9833.710360.2800.0310.0270.281.49071198529.402985074633.7198.57.2313.623789764933.71
Zorleni128.336810.66113.86.51301.692.652.58-0.14172.69128.9945.860480.2600.00860.0230.261.754116038642.943396226445.86113.86.5117.480798771145.86
13840440.2195.85.33120.313.363.120.342.2678.0559.780710.3200.0340.0050.321.504379571428.511904761959.7895.85.3317.973733583559.78
Tutova am.152.344460.7598.15.48278.052.832.750.3886.26191.7931.20330.3200.120.0360.321.290994448734.664310954131.298.15.4817.90145985431.2
Tutova av.157.551340.49107.74.75237.822.372.32-0.09130.4108.4240.230420.2600.0550.0120.261.541103500745.443037974740.23107.74.7522.673684210540.23
Ghidigeni163.554640.53104.85.58284.682.722.670.27104.3180.3828.520300.3000.050.140.31.438.52941176470.711196175528.52104.85.5818.781362007228.52
Negrilesti180.766240.4359.63.3387.351.471.480.0642.2646.0952.410550.3000.00480.040.301.414213562440.544217687152.4159.63.3317.897897897952.41
Tiganesti193.366390.3739.12.3668.561.751.720.3323.145.4624.780270.2800.070.0280.281.471960144422.342857142924.7839.12.3616.567796610224.78
Tecuci204.668730.354.255.56153.052.822.73-0.2394.2158.8520.830230.2800.0650.0480.281.378404875219.237588652520.8354.255.569.757194244620.83
Drananesti21068900.5652.2183.651.291.260.7610.273.4517.310180.3500.0310.140.351.483239697450.387596899217.31652.2129.411764705917.31
Podoleni215.472280.6989.94.01190.012.132.08-0.8575.3914.6227.880230.2900.0350.0730.291.285369173842.2065727727.8889.94.0122.418952618527.88
Condrea221.372630.3967.165.61268.9243.890.5363.23205.6952.954520.0020.0650.0020.00191.639564589516.7952.967.165.6111.971479500952.9
Ivesti227.173660.2126.51.4526.961.021.01-0.1416.0110.9551.4289480.0050.030.0150.00532.581988897525.980392156951.4226.51.4518.27586206951.42
Liesti23273850.0935.22.8377.682.212.150.3724.3653.3217.488590.0070.130.0960.00692.277100170215.9276018117.4835.22.8312.438162544217.48
L(km)Sb(kmp)Ia (m/km)B (m)Hmax (m)SS (mp)Hmed (m)RhIa (m/km)ASADMA+PpA+PmD50pASSb(kmp)Ia (m/km)AS
L(km)1
Sb(kmp)0.99311
Ia (m/km)-0.612-0.6131-0.6131
B (m)0.2090.193-0.46610.193-0.466
Hmax (m)-0.510-0.5280.0860.4211-0.5280.086
SS (mp)0.001-0.019-0.2640.8560.6971-0.019-0.264
Hmed (m)-0.384-0.4160.2820.1360.7990.4741-0.4160.282
Rh-0.312-0.3440.1810.2350.8210.5710.9871-0.3440.181
Ia (m/km)0.1390.141-0.165-0.029-0.098-0.0380.0170.03710.141-0.165
AS-0.146-0.165-0.1610.7340.6640.8610.3870.459-0.36711-0.165-0.1611
AD0.0560.039-0.2800.6840.5720.8380.4600.5490.4450.49410.4940.039-0.2800.494
M-0.407-0.4160.169-0.0520.2210.0330.3140.278-0.2610.153-0.03810.153-0.4160.1690.153
A+Pp0.004-0.0450.180-0.325-0.059-0.1100.2670.2270.041-0.120-0.0330.2561-0.120-0.0450.180-0.120
A+Pm-0.458-0.4570.0650.0220.2790.0550.2500.230-0.2020.1570.0150.8960.01610.157-0.4570.0650.157
D50p0.1450.173-0.2130.5100.0830.273-0.169-0.1110.0960.2220.206-0.396-0.755-0.21510.2220.173-0.2130.222
D50ms0.4270.396-0.1570.003-0.2280.040-0.0060.0340.279-0.1450.208-0.3570.124-0.449-0.032-0.1450.396-0.157-0.145
D50md0.0990.120-0.105-0.037-0.086-0.114-0.203-0.2030.287-0.2430.015-0.585-0.189-0.5680.186-0.2430.120-0.105-0.243
Column 1Column 1Column 2Column 3Column 4Column 5Column 6Column 7Column 8Column 9Column 10Column 11Column 12Column 13Column 14Column 15Column 10Column 2Column 3Column 10
Column 21
Column 30.99341017111
Column 4-0.6116077296-0.61277625991-0.61277625991
Column 50.20853097420.1929259719-0.46554138910.1929259719-0.465541389
Column 6-0.5099999882-0.52780907990.08623673250.42115610141-0.52780907990.0862367325
Column 70.0014887293-0.0186442569-0.26447682710.85628092260.69685066711-0.0186442569-0.2644768271
Column 8-0.3844138914-0.4163399320.28166973650.13624477280.79870722530.47448596991-0.4163399320.2816697365
Column 9-0.3120127665-0.34419380.18108469430.23465287730.82055089470.57112505750.98662220741-0.34419380.1810846943
Column 100.13900949380.1412902584-0.1653402215-0.0291285777-0.0975446329-0.03801188050.01738312610.03672693210.1412902584-0.1653402215
Column 11-0.1464635293-0.1652508771-0.16116732490.73430184760.66402441330.86059848220.3867605890.4594708635-0.366966098111-0.1652508771-0.16116732491
Column 120.05633832470.0385454574-0.27953093170.68437627310.57237960460.83758490680.46021546880.54914218860.44453070980.494455766910.49445576690.0385454574-0.27953093170.4944557669
Column 13-0.4074223183-0.41583516920.1689200201-0.05249709180.22053570910.03335688350.31377061080.2782973756-0.26075715710.1534431394-0.03781923310.1534431394-0.41583516920.16892002010.1534431394
Column 140.0035235757-0.04533893860.1801945147-0.325406527-0.0591691469-0.11042000490.26733357480.22674277560.0410312115-0.1198702301-0.03280328140.25560027691-0.1198702301-0.04533893860.1801945147-0.1198702301
Column 15-0.4577112018-0.45749068550.06488708060.02183447670.27924672850.05478394690.25006667770.2301636631-0.20230745650.15736521350.01512340150.89563127760.016217200510.1573652135-0.45749068550.06488708060.1573652135
Column 160.14470270470.1733962644-0.2134235350.50954647690.08339264130.2734803276-0.1685410795-0.11128693940.09565599380.22237056970.2056601649-0.3961869814-0.754647708-0.214836842210.22237056970.1733962644-0.2134235350.2223705697
Column 170.4265732520.3958111887-0.15693254350.0027433321-0.22759380520.0402231195-0.00627176340.03364100950.2786756865-0.14507160310.2079676018-0.35674102560.123794012-0.4491203679-0.0323608947-0.14507160310.3958111887-0.1569325435-0.1450716031
0.09899287940.1199644234-0.1047243356-0.0370695426-0.0864629197-0.1135576923-0.2029525547-0.20340904910.2873322282-0.24258615250.0146681769-0.5850566797-0.188596256-0.56840292020.186375371-0.24258615250.1199644234-0.1047243356-0.2425861525
Sheet1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Lungimea raului, L, km
Indice de sortare, So
Sheet2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Parametrul M
Raport latime/adancime (F)
F = -0.6677 M + 50.231r = 0.673
Sheet3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D50 (mm) din patul albiei
Latime/adancimea albiei, F
F = -0.1025 D502 + 3.8053 D50 - 0.1282r = 0.711
AS (mp)AD (mp)L (km)I AS
13.8617.158.50.11
45.4225.5615.2-0.28
48.7148.47220
97.1896.531.50
110.5790.9735-0.1
56.7433.1543.9-0.26
48.8546.6454.2-0.02
87.95133.858.50.21
171.96145.6266.1-0.08
27.5826.6969.40.04
33.31115.4674.40.55
113.73107.57790.49
101.36204.0387.30.34
182.2881.8196-0.38
85.34137.031050.23
207.93121.98113-0.26
172.69128.99128.3-0.14
42.2678.051380.3
86.26191.79152.30.38
130.4108.42157.5-0.09
104.3180.38163.50.27
42.2646.09180.70.06
23.145.46193.30.33
94.2158.85204.6-0.23
10.273.452100.76
75.3914.62215.4-0.85
63.23205.69221.30.53
16.0110.95227.1-0.14
24.3653.322320.37
13.86
45.42
48.71
97.18
110.57
56.74
48.85
87.95
171.96
27.58
33.31
113.73
101.36
182.28
85.34
207.93
172.69
42.26
86.26
130.4
104.3
42.26
23.1
94.21
10.2
75.39
63.23
16.01
24.36
17.15
25.56
48.47
96.5
90.97
33.15
46.64
133.8
145.62
26.69
115.46
107.57
204.03
81.81
137.03
121.98
128.99
78.05
191.79
108.42
180.38
46.09
45.46
58.85
73.45
14.62
205.69
10.95
53.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Asimmetry to right
Stream length, L, km
Index of channel asimmetry, IAS
BARLAD
Nr. Crt.Denumirea sectiunii
Distanta de la obarsiePat al.M.s.M.d.
12L (km)Pat albieMal stangMal drept
1(31)1Oniceni8.50.1800.0270.00730.50
2(30)2Bceti15.20.1900.0660.00350.44
3(29)3Dumesti22.00.0110.0180.0180.015
4(28)4SiliteaNegreti31.50.1000.0190.085
5(27)5Negresti35.00.1400.0210.00330.28
6(26)6BuhietiPodeni43.90.0300.00340.120.19
7(25)7Brbuoaiatefan cel Mare54.20.1800.0210.0450.75
8(24)8MreniBlteni58.50.1000.030.0011
9(23)9Rediusector-Paiu66.10.0500.0350.00340.08
10(22)10Vaslui - Sud69.40.0600.0360.0230.012
11(21)11Muntenii de jos74.40.3000.0030.0290.54
12(20)Vasluet77.00.3000.0280.1
13(19)Brlad79.00.3200.050.0360.50
14(18)Crasna - pod87.30.3400.0590.0120.54
15(17)Podu - Doamnei96.00.3300.00570.0290.44
16(16)Srbi - aval105.00.2900.00360.0580.45
17(15)Banea113.00.2800.0310.0270.45
18(14)Zorleni128.30.2600.00860.0230.46
19(13)138.00.3200.0340.0050.48
20(12)Tutava(amont)152.30.3200.120.0360.44
21(11)Tutava(aval confl.)157.50.2600.0550.0120.43
22(10)Ghidigeni163.50.3000.050.14
23(8)Negrileti (pod)180.70.3000.00480.040.43
24(7)igneti (pod)193.30.2800.070.0280.43
25(6)Tecuci (fabrica aval)204.60.2800.0650.0480.44
26(5)Drgneti (pod)210.00.3500.0310.140.48
27(4)Podoleni (pod)215.40.2900.0350.0730.44
28(3)Condrea (canal)221.30.0650.0020.034
29(2)Iveti227.10.030.0150.015
30(1)Lieti232.00.130.0960.019
L (km)
Sb (kmp)
I (m/km)
M
A+P p (%)
A+P m(%)
B (m)
Hmax(m)
SS(mp)
Hmed(m)
Rh
IA
AS(mp)
AD(mp)
Asimmetry to left
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
Pat albie
Mal stang
Mal drept
Lungimea raului, L, km
D50, mm
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Lungimea raului, L, km
D50 pat albie, mm
D50 = 0.0816Ln(L) - 0.129R2 = 0.403
1.9948914348
1.6475089421
2.0579830217
1.6
1.490711985
4.6
1.5634719199
2
4.2
2
1.6269784336
1.4638501094
1.4616304719
1.4142135624
1.5339299777
1.490711985
1.7541160386
1.5043795714
1.2909944487
1.5411035007
1.4
1.4142135624
1.4719601444
1.3784048752
1.4832396974
1.2853691738
1.6395645895
2.5819888975
2.2771001702
Lungimea raului, L, km
Indice de sortare, So
-
Canalul Barlad in 1978 si 2005
-
1978 2005
-
Albie dreapta devine sinuoasa dupa 30 ani
-
Rolul depozitelor de albie n controlul morfologiei albiei.
-
Depozitele din perimetrul seciunii transversale controleaz forma acesteiaRelaia lui Schumm (1960) pentru albia r. Barlad
-
Evolutia albiei r. Barlad ca rau subadaptat
