Date: 15/12/2015
Software: OH Auto Statistical
River: Eden
Location: Sheepmount
Station №: 76007
NGR outlet: 339000, 557100
NGR centroid: 355830, 534240
| Descriptor | Value | Descriptor | Value | Descriptor | Value |
|---|---|---|---|---|---|
| AREA | 2276.03 | FPEXT | 0.0741 | SPRHOST | 37.80 |
| ALTBAR | 248 | LDP | 125.23 | URBCONC1990 | 0.656 |
| ASPBAR | 329 | PROPWET | 0.64 | URBEXT1990 | 0.0056 |
| ASPVAR | 0.08 | RMED-1H | 10.7 | URBLOC1990 | 0.441 |
| BFIHOST | 0.489 | RMED-1D | 39.9 | URBCONC2000 | 0.769 |
| DPLBAR | 62.17 | RMED-2D | 53.7 | URBEXT2000 | 0.0082 |
| DPSBAR | 103.3 | SAAR | 1182 | URBLOC2000 | 0.522 |
| FARL | 0.971 | SAAR4170 | 1224 |
| Water year | Date | Flow (m³/s) |
|---|
1966 | 28/02/1967 | 670
1967 | 24/03/1968 | 1200
1968 | 01/10/1968 | 590
1969 | 20/02/1970 | 420
1970 | 24/12/1970 | 480
1971 | 19/01/1972 | 350
1972 | 12/12/1972 | 570
1973 | 30/01/1974 | 370
1974 | 23/01/1975 | 730
1975 | 03/01/1976 | 480
1976 | 03/02/1977 | 490
1977 | 24/12/1977 | 460
1978 | 16/11/1978 | 550
1979 | 26/11/1979 | 750
1980 | 24/10/1980 | 510
1981 | 04/01/1982 | 960
1982 | 20/12/1982 | 580
1983 | 13/01/1984 | 490
1984 | 03/11/1984 | 670
1985 | 21/12/1985 | 940
1986 | 28/03/1987 | 770
1987 | 19/10/1987 | 660
1988 | 10/03/1989 | 490
1989 | 05/02/1990 | 750
1990 | 24/02/1991 | 800
1991 | 23/12/1991 | 490
1992 | 02/12/1992 | 610
1993 | 19/12/1993 | 620
1994 | 01/02/1995 | 950
1995 | 16/11/1995 | 290
1996 | 20/02/1997 | 690
1997 | 09/01/1998 | 450
1998 | 06/01/1999 | 790
1999 | 12/01/2000 | 700
2000 | 13/12/2000 | 560
2001 | 02/02/2002 | 750
2002 | 27/10/2002 | 370
2003 | 04/02/2004 | 800
2004 | 08/01/2005 | 1500
2005 | 25/10/2005 | 490
2006 | 11/01/2007 | 650
2007 | 28/12/2007 | 610
2008 | 12/01/2009 | 790
2009 | 20/11/2009 | 1000
2010 | 16/01/2011 | 770
2011 | 23/06/2012 | 620
Analysis type: Median of annual maximum flow data
QMED: 620 m³/s
Methology: Kjeldsen, Jones & Bayliss (2008, eqs. 8.3‒8.12 & 8.16), Kjeldsen (2010, eqs. 10 & 11), Open Hydrology
Contributors (2015)
Analysis type: Pooled catchments analysis (gauged)
| Donor river | Donor location | Sim. dist. | Rec. length | L-var. | Weight | L-skew | Weight |
|---|---|---|---|---|---|---|---|
| Eden | Sheepmount | 0.00 | 46 | 0.185 | 0.746 | 0.192 | 0.307 |
| Severn | Montford | 0.27 | 59 | 0.145 | 0.035 | 0.104 | 0.098 |
| Wye | Belmont | 0.27 | 104 | 0.111 | 0.037 | 0.097 | 0.108 |
| Mourne | Drumnabuoy House | 0.34 | 30 | 0.114 | 0.029 | 0.298 | 0.072 |
| Spey | Aberlour | 0.34 | 65 | 0.210 | 0.033 | 0.201 | 0.091 |
| Tyne | Bywell | 0.40 | 56 | 0.138 | 0.031 | 0.117 | 0.083 |
| Spey | Boat o Brig | 0.42 | 54 | 0.191 | 0.030 | 0.155 | 0.082 |
| Clyde | Blairston | 0.44 | 50 | 0.148 | 0.030 | 0.258 | 0.079 |
| Spey | Grantown | 0.45 | 54 | 0.184 | 0.029 | 0.133 | 0.080 |
| Total/weighted avg. | 518 | 0.177 | 1.000 | 0.173 | 1.000 |
L-var., urban: 0.176
L-skew, urban: 0.174
Distribution: GLO
Parameters: 1.000, 0.167, -0.174
| AEP (%) | Growth factor | Flow (m³/s) |
|---|---|---|
| 50.0 | 1.00 | 620 |
| 20.0 | 1.26 | 780 |
| 10.0 | 1.45 | 890 |
5.0 | 1.64 | 1000
3.3 | 1.77 | 1100
2.0 | 1.93 | 1200
1.3 | 2.07 | 1300
1.0 | 2.18 | 1300
0.5 | 2.46 | 1500
0.2 | 2.87 | 1800
0.1 | 3.24 | 2000
Kjeldsen, T. R., Jones, D. A. & Bayliss, A. C. (2008). Improving the FEH statistical procedures for flood frequency estimation (No. SC050050). Bristol: Environment Agency.
Kjeldsen, T. R. (2010). Modelling the impact of urbanization on flood frequency relationships in the UK. Hydrology Research, 41 (5). pp. 391‒405
Kjeldsen, T. R., Jones, D. A. & Morris, D. G. (2014). Using multiple donor sites for enhanced flood estimation in ungauged catchments. Water Resour. Res., 50, pp. 6646‒6657
Open Hydrology Contributors (2015). OH Auto Statistical. http://docs.open-hydrology.org/projects/oh-auto-statistical