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| OF 2004–1085: Montana |
Location: Hamilton
Date: 2000
|
Drainage Basin Name |
Basin Area (km2) |
Relief Ratio (%) |
% Burn |
Discharge (m3/s) and/or Volume of Deposits (m3) |
Reported Rainfall Conditions |
Reported Flow Process |
|---|---|---|---|---|---|---|
|
Sleeping Child Creek, site #51 |
0.18 |
43 |
100 |
49 m3/s |
Date: July 15, 2001 Total: 21 mm Duration: ±1hr Intensity: 19 mm/hr Peak 10 min. intensity: 58 mm/hr |
Runoff-initiated debris flow |
|
Sleeping Child Creek, site #52 |
0.23 |
47 |
100 |
53 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Sleeping Child Creek, site #53 |
0.26 |
46 |
100 |
55 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Sleeping Child Creek, site #54 |
0.73 |
31 |
100 |
222 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Sleeping Child Creek, site #55 |
0.19 |
43 |
100 |
99 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Sleeping Child Creek, site #56 |
4.66 |
13 |
100 |
6 m3/s |
Same as above |
Water flow |
|
Sleeping Child Creek, site #57 |
1.06 |
16 |
100 |
77 m3/s |
Same as above |
Runoff-initiated debris flow |
|
North Rye Creek, site #6 |
45.33 |
6 |
100 |
7 m3/s |
Date: July 15, 2001 Total: 16 mm Duration: ±1hr Intensity: 16 mm/hr Peak 10 min. intensity: 56 mm/hr |
Flood |
|
Laird Creek at Hwy 93, site #2 |
24.09 |
12 |
100 |
6 m3/s |
Date: July 20, 2001 Total: 11 mm Duration: ±1 hr Intensity: 11 mm/hr Peak 10 min. intensity: 37 mm/hr |
Flood |
|
Laird Creek above Gilbert Creek, site #4 |
13.21 |
16 |
100 |
5 m3/s |
Date: July 20, 2001 Total: 11 mm Duration: 1 hr Intensity: 11 mm/hr Peak 10 min. intensity: 53 mm/hr |
Flood |
|
Laird Creek at Hwy 93, site #2 |
24.09 |
12 |
100 |
6 m3/s |
Date: July 21, 2001 Total: 15 mm Duration: 1 hr Intensity: 15 mm/hr Peak 10 min. intensity: 47 mm/hr |
Flood |
Reference: Parrett and others (2003)
Date: 1984
|
Drainage Basin Name |
Basin Area (km2) |
Relief Ratio (%) |
% Burn |
Discharge (m3/s) and/or Volume of Deposits (m3) |
Reported Rainfall Conditions |
Reported Flow Process |
|---|---|---|---|---|---|---|
|
Site 2 |
0.05 |
17 |
100 |
3 m3/s |
Date: August 30-31, 1984 Total: 42 mm Peak 6 hr intensity: 3 mm/hr Recurrence interval: < 2 years |
Runoff-initiated debris flow |
|
Site 3 |
0.08 |
16 |
100 |
16 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 4 |
0.36 |
22 |
50 |
12 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 5 |
0.18 |
19 |
70 |
3 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 6 |
1.45 |
14 |
68 |
28 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 7 |
25.07 |
7 |
100 |
25 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 8 |
0.75 |
19 |
90 |
20 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 9 |
0.26 |
17 |
100 |
11 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 10 |
0.18 |
31 |
100 |
4 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 11 |
1.97 |
12 |
84 |
28 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 12 |
0.18 |
40 |
100 |
8 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 14 |
0.36 |
26 |
100 |
2 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 15 |
1.03 |
25 |
100 |
2 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 16 |
0.28 |
25 |
100 |
6 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 17 |
0.18 |
40 |
100 |
3 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 18 |
2.10 |
14 |
100 |
35 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 19 |
1.06 |
18 |
100 |
44 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 20 |
0.52 |
21 |
100 |
20 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 21 |
22.90 |
9 |
40 |
25 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 23 |
1.22 |
20 |
100 |
17 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 24 |
0.31 |
25 |
100 |
5 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 25 |
0.34 |
28 |
100 |
11 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 26 |
2.93 |
22 |
89 |
88 m3/s |
Same as above |
Debris damming in this drainage |
|
Site 29 |
0.39 |
25 |
73 |
25 m3/s |
Same as above |
Runoff-initiated debris flow |
|
Site 30 |
2.28 |
27 |
24 |
6 m3/s |
Same as above |
Runoff-initiated debris flow |
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