Analysing riverbed morphology as a response to changes of geological and neotectonic conditions: A case study of the oľšava river
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10. Sept. 2019
Über diesen Artikel
Online veröffentlicht: 10. Sept. 2019
Seitenbereich: 109 - 122
Eingereicht: 10. Mai 2019
DOI: https://doi.org/10.2478/quageo-2019-0033
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© 2019 Dušan Barabas, Matúš Tkáč published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
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Fig. 5
![Graph of individual parameters in the Oľšava flow measured section.Left axis: total area of bars ΔSl [m2], total area of the channel ΔSvp [m2], flow surface channel ΔS [m2]. Right axis: height/width valley Vf, width/depth water level, and flow surface/area of bars K.](https://sciendo-parsed.s3.eu-central-1.amazonaws.com/64734f654e662f30ba539dbf/j_quageo-2019-0033_fig_005.jpg?X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Content-Sha256=UNSIGNED-PAYLOAD&X-Amz-Credential=AKIA6AP2G7AKOUXAVR44%2F20250913%2Feu-central-1%2Fs3%2Faws4_request&X-Amz-Date=20250913T073637Z&X-Amz-Expires=3600&X-Amz-Signature=803dffdaaf0d7e5c3f38fb1975a3ee409c6edbefb996d6849dd25c0503f47264&X-Amz-SignedHeaders=host&x-amz-checksum-mode=ENABLED&x-id=GetObject)
Fig. 6
![Graph of the different parameters in the Oľšava measured section.Left axis: section riffle type [m], channel gradient index SL. Right axis: average channel segment slope and degree of sinuosity.](https://sciendo-parsed.s3.eu-central-1.amazonaws.com/64734f654e662f30ba539dbf/j_quageo-2019-0033_fig_006.jpg?X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Content-Sha256=UNSIGNED-PAYLOAD&X-Amz-Credential=AKIA6AP2G7AKOUXAVR44%2F20250913%2Feu-central-1%2Fs3%2Faws4_request&X-Amz-Date=20250913T073637Z&X-Amz-Expires=3600&X-Amz-Signature=cc3b019e3c060aa1e48a9d6c3b3f39edfd347d2243bf7d4748a25467ddb8c8e7&X-Amz-SignedHeaders=host&x-amz-checksum-mode=ENABLED&x-id=GetObject)
Correlation matrix of the individual Oľšava flow parameters in the segments of the mapped sections_
type river reach [m] | average width of river bed [m] | area of the bars ΔSl [m2] | total area of the channel ΔSvp [m2] | water area ΔS [m2] | water area/area bars [K] | stream gradients [SL] | slope segments | height/width valley [V | sinuosity index | |
---|---|---|---|---|---|---|---|---|---|---|
type river reach [m] | – | |||||||||
average width of river | ||||||||||
bed [m] | −0.9089 | – | ||||||||
area of the bars Δ | 0.0004 | 0.3437 | – | |||||||
[m2] | ||||||||||
total area of the chan- | −0.6758 | 0.8196 | 0.5862 | – | ||||||
nel Δ | ||||||||||
water area Δ | −0.7447 | 0.8359 | 0.4502 | 0.9873 | – | |||||
water area/area bars | ||||||||||
[ | −0.8181 | 0.5971 | −0.4002 | 0.4733 | 0.6001 | – | ||||
stream gradients [ | 0.2060 | −0.0460 | 0.4379 | −0.0413 | −0.1313 | −0.5419 | – | |||
slope segments | 0.9576 | −0.9016 | 0.0121 | −0.6263 | −0.6926 | −0.7654 | 0.2821 | – | ||
height/width valley | −0.8158 | 0.7603 | 0.1637 | 0.8112 | 0.8620 | 0.7471 − | 0.1214 | −0.7021 | – | |
[ | ||||||||||
sinuosity index | −0.4078 | 0.2685 | −0.5840 | −0.2729 | −0.1863 | 0.4380 − | 0.1873 | −0.4496 | 0.0689 | – |
Index width/depth water level | 0.6817 | −0.6568 | 0.0603 | −0.2456 | −0.2827 | −0.4714 | 0.3372 | 0. 7426 | −0.1801 | −0.5676 |
Basic parameters of evaluated segments of the longitudinal profile of the Oľšava River_
segments | altitude [m a.s.l.] | lenght | hight/width valley (Vf) | stream lenght gradiet index (SL) | average slope segments [%] | width valley [m] | average slope segments [°] | sinuosity index | |
---|---|---|---|---|---|---|---|---|---|
min | max | ||||||||
1 | 174.5 | 175.0 | 1675.9 | 5.19 | 15.96 | 0.0298 | 384.16 | 0.01707 | 1.030 |
2 | 175.0 | 200.0 | 9856.3 | 1.59 | 121.02 | 0.2536 | 241.02 | 0.14530 | 1.495 |
3 | 200.0 | 207.3 | 1490.9 | 6.17 | 204.43 | 0.4896 | 1237.46 | 0.28052 | 1.042 |
4 | 207.3 | 222.0 | 9051.8 | 3.43 | 59.91 | 0.1624 | 1318.80 | 0.09305 | 1.604 |
5 | 222.0 | 265.0 | 9686.5 | 5.33 | 121.62 | 0.4439 | 1060.46 | 0.25430 | 1.569 |
6 | 265.0 | 305.0 | 5795.1 | 2.26 | 135.67 | 0.6902 | 550.25 | 0.39550 | 1.212 |
7 | 305.0 | 456.0 | 11692.2 | 0.26 | 140.93 | 1.2915 | 53.00 | 0.73990 | 1.296 |
8 | 456.0 | 504.0 | 1596.7 | 0.08 | 128.31 | 3.0062 | 10.00 | 1.72191 | 1.112 |
9 | 504.0 | 774.0 | 3469.7 | 0.15 | 135.00 | 7.7817 | 20.00 | 4.44960 | 1.056 |