Filter by measurement positions


Subsurface/ Surface Sediment Samples

246/ 77

IDO/ kf Depth Profiles

197/ 195

Points of Hydraulic Measurements

221


Measurement Positions

ID Name Data River Survey Date of measurement Description X Y X epsg4326 Y epsg4326 Bed elevation wgs84 Bed elevation dhhn Coord system Dist from wetted boundary [m] Discharge at recording time [m³/s] Water depth measured in situ [m] Modelled water depth [m] Algae cover Imbrication Bed slope Wl m H m
9427 MS2 2 After flushing fish bypass Ering After flushing 2021 03/02/2021 13.1529628937406 48.2899627354931 13.1529628937406 48.2899627354931 epsg:4326 0.1 No Blank 0.0047
9428 MS2 2 Before flushing fish bypass Ering Before flushing 2021 02/24/2021 13.1529700429274 48.2899391013468 13.1529700429274 48.2899391013468 epsg:4326 0.12 Yes Blank 0.0047
9429 MS3 1 After flushing fish bypass Ering After flushing 2021 03/02/2021 13.1452487075207 48.2876439472495 13.1452487075207 48.2876439472495 epsg:4326 0.09 No Blank 0.0047
9430 MS3 1 Before flushing fish bypass Ering Before flushing 2021 02/23/2021 13.1452497873412 48.287644026424 13.1452497873412 48.287644026424 epsg:4326 0.06 Yes Blank 0.0047
9431 MS3 2 After flushing fish bypass Ering After flushing 2021 03/02/2021 13.145793273338 48.2878253111722 13.145793273338 48.2878253111722 epsg:4326 0.1 No Blank 0.0047
9432 MS3 2 Before flushing fish bypass Ering Before flushing 2021 02/23/2021 13.1458465503344 48.287803376051 13.1458465503344 48.287803376051 epsg:4326 0.05 Yes Blank 0.0047
9433 Rems 1 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.22 Blank Blank 0.0044
9434 Rems 2 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.28 Blank Blank 0.0044
9435 Rems 3 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.22 Blank Blank 0.0044
9436 Rems 5 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.33 Blank Blank 0.0044
9437 Rems 6 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.28 Blank Blank 0.0044
9438 Rems 7 Rems 2018 01/01/2018 9.590109 48.79825 9.590109 48.79825 epsg:4326 0.25 Blank Blank 0.0044
9439 RP After flushing fish bypass Ering After flushing 2022 02/08/2022 13.1523572607688 48.289806985663 13.1523572607688 48.289806985663 epsg:4326 0.17 Blank Blank 0.0047
9440 RP Before flushing fish bypass Ering Before flushing 2022 02/01/2022 13.1523865817796 48.2898368530184 13.1523865817796 48.2898368530184 epsg:4326 0.115 Blank Blank 0.0047
9441 FP-A After flushing fish bypass Ering After flushing 2022 02/09/2022 1464299.601 6155287.85599999 13.15402712108417 48.29030503363552 epsg:3857 Blank Blank 0.0047
9442 FP-RP After flushing fish bypass Ering After flushing 2022 02/07/2022 1464114.23799999 6155205.68499999 13.152361976923974 48.289813895142785 epsg:3857 Blank Blank 0.0047
9443 FP-A Before flushing fish bypass Ering Before flushing 2022 02/02/2022 1464298.541 6155287.881 13.154017598942156 48.290305183060596 epsg:3857 Blank Blank 0.0047
9444 FP-B Before flushing fish bypass Ering Before flushing 2022 02/02/2022 1464362.584 6155354.552 13.154592906999566 48.29070367412349 epsg:3857 Blank Blank 0.0047
9445 MS1 1 After flushing fish bypass Ering After flushing 2021 02/22/2021 4585856.17599999 5350987.51699999 13.15557941579809 48.29098622390826 epsg:5684 0.17 Blank Blank 0.0047
9446 MS1 1 Before flushing fish bypass Ering Before flushing 2021 02/23/2021 4585857.075 5350987.61699999 13.155591548754616 48.29098700125187 epsg:5684 0.08 Blank Blank 0.0047
9447 FP-B After flushing fish bypass Ering After flushing 2022 02/09/2022 1464361.145 6155356.34399999 13.154579980242627 48.2907143848241 epsg:3857 Blank Blank 0.0047
9448 FP-RP Before flushing fish bypass Ering Before flushing 2022 01/31/2022 1464118.074 6155210.93099999 13.152396436298364 48.28984525078081 epsg:3857 Blank Blank 0.0047
9449 Wieslauf 1 Wieslauf 2018 01/01/2018 9.556021 48.893043 9.556021 48.893043 epsg:4326 0.17 Blank Blank 0.012
9450 Wieslauf 2 Wieslauf 2018 01/01/2018 9.556021 48.893043 9.556021 48.893043 epsg:4326 0.17 Blank Blank 0.012
9451 Wieslauf 3 Wieslauf 2018 01/01/2018 9.556021 48.893043 9.556021 48.893043 epsg:4326 0.25 Blank Blank 0.012

Subsurface Sediment Samples

ID Measurement station Sample id Sampling method Operator name Dm (Mean grain size) [mm] Dg (Geom. Mean Grain size) [mm] Fredle Index [-] Grain size std Geom. Std of grains Skewness Kurtosis Coefficient of uniformity [-] Curvature coefficient [-] Porosity (Carling & Reader, 1982) [-] Porosity (Wu & Wang, 2006) [-] Porosity (Wooster et al., 2008) [-] Porosity (Frings et al., 2011) [-] Porosity (Seitz et al., 2018) [-] D10 [mm] D16 [mm] D25 [mm] D30 [mm] D50 [mm] D60 [mm] D75 [mm] D84 [mm] D90 [mm] Sorting coefficient (Bunte & Abt, 2001) [-] Comment <250 mm [%] <125 mm [%] <63 mm [%] <31.5 mm [%] <16 mm [%] <8 mm [%] <4 mm [%] <2 mm [%] <1 mm [%] <0.5 mm [%] <0.25 mm [%] <0.125 mm [%] <0.063 mm [%] <0.031 mm [%] Fsf le 2mm Fsf le 1mm Fsf le 0 5mm Wl slurp m Wl model m Bed slope
2922 KB15 3 November 2020 KB15 3-2 Nov2020 FC Biserov 33.29 11.39 1.97 2.66 65.82 4.27 0.18 0.46 1.97 5.46 22.17 30.36 51.18 66.05 88.16 5.80 16.11 12.98 10.73
2890 KB15 4 After flushing KB15 4-2 AfterFlush FC Kunz 25.75 11.79 2.73 2.41 47.85 4.81 0.21 0.16 0.48 2.73 5.67 15.37 22.93 37.95 50.87 59.48 4.31 13.81 11.76 10.43
2927 KB15 4 After flushing KB15 4-1 AfterFlush FC Kunz 24.19 11.39 2.67 2.41 47.37 4.92 0.21 0.15 0.47 2.67 5.63 15.25 22.41 36.18 48.59 56.87 4.27 14.04 11.96 10.52
2888 KB15 4 Before flushing KB15 4-2 BeforeFlush FC Kunz 23.97 8.90 1.63 2.51 58.21 4.07 0.20 0.43 1.63 4.60 17.27 24.75 38.33 48.63 55.49 5.46 17.05 14.23 11.99
2897 KB15 4 Before flushing KB15 4-1 BeforeFlush FC Kunz 27.36 11.26 2.36 2.50 52.84 4.88 0.20 0.15 0.46 2.36 5.57 16.71 24.35 40.03 53.66 62.74 4.76 14.95 12.66 10.88
2883 KB15 4 November 2020 KB15 4-2 Nov2020 FC Biserov 26.58 10.74 2.16 2.47 46.89 4.74 0.20 0.46 2.16 5.23 14.80 21.66 36.57 53.43 68.10 4.98 15.55 12.76 10.95
2926 KB15 4 November 2020 KB15 4-1 Nov2020 FC Biserov 30.21 11.86 2.44 2.52 61.32 4.80 0.20 0.46 2.44 5.96 19.85 28.43 46.16 57.72 72.87 4.87 14.87 12.30 10.86
2929 KB19 1 After flushing KB19 1-1 AfterFlush FC Kunz 48.71 18.56 3.53 2.78 133.35 11.15 0.17 0.13 0.43 3.53 11.44 41.32 56.96 82.11 97.55 107.85 5.26 13.98 12.67 11.76
2931 KB19 1 After flushing KB19 1-2 AfterFlush FC Kunz 41.04 8.57 0.83 2.91 122.24 6.65 0.16 0.13 0.36 0.83 6.47 29.84 43.79 67.17 87.99 101.87 10.27 18.16 16.48 15.03
2886 KB19 1 Before flushing KB19 1-1 BeforeFlush FC Kunz 51.08 19.31 3.76 2.80 143.55 15.41 0.17 0.13 0.42 3.76 13.54 46.39 60.59 84.53 99.10 108.81 5.13 14.00 12.73 11.83
2887 KB19 1 Before flushing KB19 1-2 BeforeFlush FC Kunz 46.91 20.29 4.47 2.68 115.90 15.01 0.18 0.15 0.45 4.47 13.37 41.16 52.19 73.68 92.16 104.47 4.54 13.28 12.11 11.18
2901 KB19 1 December 2019 KB19 1-1 Dez2019 FC Biserov 49.21 17.53 3.34 2.82 137.59 32.79 0.17 0.40 3.34 18.97 45.87 54.44 73.35 91.94 104.34 5.25 15.24 14.53 13.70
2903 KB19 1 December 2019 KB19 1-2 Dez2019 FC Biserov 50.74 11.64 1.41 2.93 159.41 32.64 0.16 0.19 0.36 1.41 19.26 47.40 57.41 79.96 96.17 106.98 8.26 16.32 15.78 14.84
2899 KB19 1 March 2020 KB19 1-2 Mar2020 FC Biserov 64.28 40.08 14.48 2.77 139.99 38.01 0.18 0.16 0.45 14.48 26.46 52.40 62.35 92.45 110.92 123.23 2.77 11.23 10.93 10.65
2928 KB19 1 March 2020 KB19 1-1 Mar2020 FC Biserov 48.43 33.52 13.01 2.56 97.32 28.66 0.19 0.17 0.53 13.01 23.09 44.38 52.03 64.61 86.35 100.84 2.58 10.34 10.14 9.99
2893 KB19 2 After flushing KB19 2-2 AfterFlush FC Kunz 49.85 26.92 7.90 2.71 134.39 36.10 0.18 0.14 0.41 7.90 21.25 46.21 54.53 73.02 91.73 104.21 3.41 12.74 12.11 11.52
2933 KB19 2 After flushing KB19 2-1 AfterFlush FC Kunz 31.50 11.88 2.59 2.59 93.30 14.39 0.19 0.16 0.40 2.59 10.31 30.05 37.31 48.06 54.52 58.82 4.59 15.31 13.71 12.01
2930 KB19 2 Before flushing KB19 2-1 BeforeFlush FC Kunz 39.34 15.30 3.25 2.67 96.12 13.83 0.18 0.17 0.44 3.25 11.15 32.78 42.44 56.94 72.05 91.91 4.71 14.56 12.86 11.12
2934 KB19 2 Before flushing KB19 2-2 BeforeFlush FC Kunz 41.36 14.69 2.76 2.80 129.82 19.02 0.17 0.19 0.35 2.76 12.16 35.64 45.13 59.38 78.18 95.74 5.32 15.41 14.49 13.22
2895 KB19 2 December 2019 KB19 2-2 Dez2019 FC Biserov 36.45 17.27 4.79 2.47 80.54 10.49 0.20 0.15 0.48 4.79 10.70 29.07 38.39 53.32 62.28 84.41 3.61 12.63 11.70 10.68
2932 KB19 2 December 2019 KB19 2-1 Dez2019 FC Biserov 38.23 11.54 2.20 2.63 66.89 7.29 0.19 0.12 0.44 2.20 7.08 21.92 29.43 48.20 60.47 97.80 5.24 15.63 13.94 12.29
2935 KB19 3 November 2020 KB19 3-1 Nov2020 FC Biserov 53.08 35.28 13.62 2.73 145.35 63.78 0.18 0.10 0.39 13.62 34.16 50.01 56.35 72.49 91.39 104.00 2.59 superficial frezecore of ca. cm 12.27 11.66 11.23
2993 KB19 SP1 December 2019 KB19 SP1 US December 2019 US 17.44 6.83 1.24 20.9384875426679 2.36 3.98139641353223 36.3575495886753 35.19 2.45 0.253819055590153 0.259244354589336 0.21 0.211118040642619 0.42 1.24 2.96 3.87 10.09 14.69 26.83 37.49 47.06 5.49 100.00 100.00 100.00 80.24 62.85 45.46 30.68 19.76 14.78 12.72 4.48 0.52 0.31 0.00
3007 KB19 SP1 November 2020 KB19 SP1 OS November 2020 US 59.54 49.38 24.40 34.6050212 1.56 0.590286459 1.080551865 3.70 1.38 0.168155969 0.220686876 0.30 0.249811204 16.94 24.40 34.18 38.24 54.52 62.65 85.83 99.93 109.33 2.02 100.00 100.00 60.43 21.71 9.24 5.21 3.65 2.99 2.52 2.12 1.26 0.24 0.09 0.00
2994 KB19 SP2 December 2019 KB19 SP2 US December 2019 US 58.65 24.57 5.53 57.5477749204007 2.52 1.45296969096496 1.68657163733105 29.97 5.20 0.176973496107973 0.224655985043224 0.20 0.192274969817494 1.78 5.53 14.58 22.25 44.46 53.44 78.01 109.05 140.12 4.44 100.00 88.62 70.65 35.57 26.23 19.32 13.93 10.48 8.28 7.12 3.03 0.59 0.21 0.00

Surface Sediment Samples

ID Measurement station Sample id Sampling method Operator name Dm (Mean grain size) [mm] Dg (Geom. Mean Grain size) [mm] Fredle Index [-] Grain size std Geom. std of grains Skewness Kurtosis Coefficient of uniformity [-] Curvature coefficient [-] Porosity (Carling & Reader, 1982) [-] Porosity (Wu & Wang, 2006) [-] Porosity (Wooster et al., 2008) [-] Porosity (Frings et al., 2011) [-] Porosity (Seitz et al., 2018) [-] D10 [mm] D16 [mm] D25 [mm] D30 [mm] D50 [mm] D60 [mm] D75 [mm] D84 [mm] D90 [mm] Sorting coefficient (Bunte & Abt, 2001) [-] Comment <250 mm [%] <125 mm [%] <63 mm [%] <31.5 mm [%] <16 mm [%] <8 mm [%] <4 mm [%] <2 mm [%] <1 mm [%] <0.5 mm [%] <0.25 mm [%] <0.125 mm [%] <0.063 mm [%] <0.031 mm [%] Fsf le 2mm Fsf le 1mm Fsf le 0 5mm Wl slurp m Wl model m Bed slope
974 Z4 SP After flushing 2021 Z4 SP OS After flushing 2021 OS 37.47 18.65 5.79 30.604205704241 1.96 1.49456317885384 5.4288427862656 13.88 2.01 0.18785186459518 0.229552698202584 0.25 0.224551444678266 3.05 5.79 11.93 16.13 34.96 42.36 53.47 60.13 73.83 3.22 100.00 100.00 87.88 45.32 29.87 20.30 12.53 7.19 4.62 3.31 0.95 0.19 0.08 0.00
983 Z4 SP Before flushing 2021 Z4 SP OS Before flushing 2021 OS 28.35 14.52 4.09 22.5969735027814 2.31 2.3906247941747 21.0856655334312 20.22 2.57 0.200045091674074 0.235041177384254 0.22 0.204960036742964 1.70 4.09 8.78 12.29 27.08 34.45 45.16 51.58 55.86 3.55 100.00 100.00 100.00 55.86 35.30 23.88 15.83 10.86 7.96 6.38 4.29 3.18 1.79 0.00

Intragravel Dissolved Oxygen (IDO)

ID Measurement station Sample id DP Position [-] Riverbed Depth [m] IDOC [mg/l] Temperature [°C] IDOS [%] Height of filter pipe (Slurping) above bed [m] Operator name Comment
25776 474.2-3 474.2-3 13 0.08 0.56 25.2 6.83 0.55 Bustamante, Scolari, Blaich
25777 474.2-3 474.2-3 11 0.14 0.32 25.1 3.87 0.55 Bustamante, Scolari, Blaich
25778 474.2-3 474.2-3 9 0.20 0.50 24.8 6.03 0.55 Bustamante, Scolari, Blaich
25779 474.2-3 474.2-3 7 0.26 0.81 25.0 9.77 0.55 Bustamante, Scolari, Blaich
25780 474.2-3 474.2-3 5 0.32 0.95 24.9 11.47 0.55 Bustamante, Scolari, Blaich
25781 474.2-3 474.2-3 3 0.38 0.61 24.7 7.43 0.55 Bustamante, Scolari, Blaich
25782 474.2-3 474.2-3 1 0.44 0.48 24.4 5.77 0.55 Bustamante, Scolari, Blaich
25783 474.2-4 474.2-4 15 0.02 9.80 24.9 118.57 0.55 Bustamante, Scolari, Blaich
25784 474.2-4 474.2-4 13 0.08 5.23 24.8 63.30 0.55 Bustamante, Scolari, Blaich
25785 474.2-4 474.2-4 11 0.14 1.70 24.7 28.47 0.55 Bustamante, Scolari, Blaich
25786 474.2-4 474.2-4 9 0.20 0.96 24.5 11.57 0.55 Bustamante, Scolari, Blaich
25787 474.2-4 474.2-4 7 0.26 1.09 24.5 13.10 0.55 Bustamante, Scolari, Blaich
25788 474.2-4 474.2-4 5 0.32 1.22 24.2 14.63 0.55 Bustamante, Scolari, Blaich
25789 474.2-4 474.2-4 3 0.38 1.17 24.2 14.07 0.55 Bustamante, Scolari, Blaich
25790 474.2-4 474.2-4 1 0.44 0.66 24.2 7.93 0.55 Bustamante, Scolari, Blaich
25820 474.5-1 474.5-1 4 0.57 0.31 23.7 3.60 0.33 Scolari
25821 474.5-1 474.5-1 3 0.60 0.05 23.2 0.63 0.33 Scolari
25822 474.5-1 474.5-1 2 0.63 0.34 23.1 4.07 0.33 Scolari
25823 474.5-1 474.5-1 1 0.66 0.04 24.2 0.47 0.33 Scolari
25824 474.5-2 474.5-2 15 0.02 3.25 25.0 39.50 0.55 Scolari
25825 474.5-2 474.5-2 13 0.08 1.60 24.3 19.23 0.55 Scolari
25826 474.5-2 474.5-2 11 0.14 0.28 24.0 3.37 0.55 Scolari
25827 474.5-2 474.5-2 9 0.20 0.07 24.1 0.83 0.55 Scolari
25828 474.5-2 474.5-2 7 0.26 0.03 23.9 0.40 0.55 Scolari
25829 474.5-2 474.5-2 5 0.32 0.04 23.7 0.47 0.55 Scolari

Hydraulic Conductivity (kf)

ID Meas position Sample id DP Position [-] Riverbed depth [m] Kf [m/s] Slurping rate [mg/l] Height of filter pipe (Slurping) above bed [m] Operator name Comment
23859 474.2-3 474.2-3 9 0.22 2.4e-03 17.20
23860 474.2-3 474.2-3 11 0.16 2.0e-03 13.20
23861 474.2-3 474.2-3 13 0.10 1.7e-03 12.10
23862 474.2-3 474.2-3 15 0.04 1.2e-03 7.14
23863 474.2-4 474.2-4 1 0.44 6.4e-04 7.73
23864 474.2-4 474.2-4 3 0.38 9.7e-04 10.18
23865 474.2-4 474.2-4 5 0.32 1.1e-03 10.55
23866 474.2-4 474.2-4 7 0.26 1.2e-03 10.25
23867 474.2-4 474.2-4 9 0.20 1.1e-03 8.83
23868 474.2-4 474.2-4 11 0.14 1.6e-03 12.25
23869 474.2-4 474.2-4 13 0.08 2.0e-03 14.15
23870 474.2-4 474.2-4 15 0.02 1.5e-03 11.90
23871 474.5-1 474.5-1 1 0.66 6.8e-04 4.20
23872 474.5-1 474.5-1 3 0.60 3.5e-04 1.97
23873 474.5-1 474.5-1 4 0.57 1.6e-04 0.77
23874 474.5-2 474.5-2 4 0.35 1.3e-04 0.66
23875 474.5-2 474.5-2 5 0.32 2.0e-03 10.50
23876 474.5-2 474.5-2 7 0.26 2.7e-03 12.15
23877 474.5-2 474.5-2 9 0.20 2.5e-03 9.70
23878 474.5-2 474.5-2 11 0.14 3.0e-03 8.59
23879 474.5-2 474.5-2 13 0.08 2.4e-03 4.79
23880 474.5-2 474.5-2 15 0.02 2.1e-03 3.56
23881 474.5-3 474.5-3 1 0.49 1.3e-03 14.50
23882 474.5-3 474.5-3 2 0.46 6.3e-04 6.66
23883 474.5-3 474.5-3 3 0.43 5.8e-04 6.96