Table 3. Geomorphic and channel characteristics for reaches in the Umpqua River basin, Oregon.
[Abbreviations: FPKM, flood-plain kilometer; km2, square kilometer; m, meter; m2, square meter, m2/m, meter squared per meter; m3/s, cubic meter per second]
Attribute |
Reach |
Tidal |
Coast Range |
Garden Valley |
Roseburg |
Days Creek |
North Umpqua |
Position |
FPKM 0–40 |
FPKM 40–152 |
FPKM 152–168.5 |
FPKM 168.5–231 |
FPKM 231–274.5 |
FPKM 0–44.5 |
Reach definition |
Tidally affected |
Confined valley,
bedrock
channel |
Unconfined below
North
and South
Umpqua River
confluence |
Cow Creek
confluence
to
North Umpqua River
confluence |
Downstream of
Jackson Creek
confluence to
Cow Creek
confluence |
Little River
confluence
to South
Umpqua River
confluence |
General valley setting |
Estuary, confined
valley opening
to bay within
coastal plain |
Confined valley
with
local valley
widenings |
Unconfined |
Alternating
confined and
unconfined |
Alternating
confined and
unconfined |
Alternating
confined and
unconfined |
General channel character |
Low gradient,
sand and
gravel
bed |
Steep, bedrock rapids
separated by flats |
Alternating bedrock
and gravel |
Alternating bedrock
and gravel |
Alternating bedrock
and
gravel |
Bedrock
dominant, pool
and drop |
Drainage area at
downstream end of
segment (km2) |
12,102 |
10,492 |
8,904 |
4,666 |
1,962 |
3,522 |
Drainage area at upstream
end of segment (km2) |
10,492 |
8,904 |
8,188 |
3,254 |
1,127 |
3,151 |
Average gradient |
0.00012 |
0.00073 |
0.00098 |
0.00100 |
0.00249 |
0.00177 |
Unit bar area 2005
(m2/m)1 |
114.5 |
5.1 |
5.0 |
13.6 |
17.6 |
6.7 |
Total area of gravel bars
in 2005 (m2) |
3,837,380 |
593,360 |
93,093 |
1,030,751 |
835,873 |
317,358 |
Total area of bedrock in
2005 (m2) |
1,337 |
3,122,615 |
266,223 |
488,550 |
146,882 |
1,213,280 |
Total area of channel
(secondary channel
features) in 2005 (m2) |
16,576,148
(346,575) |
11,672,878
(170,575) |
1,668,568
(1,848) |
4,297,485
(73,742) |
1,536,393
(37,687) |
3,358,262
(86,977) |
0.5 annual exceedance
probability discharge
(m3/s)2 |
32,660 |
32,660 |
32,660 |
41,292 |
5481 |
61,256 |
Figures showing channel
morphology |
1, 6, 33 |
1, 2, 7,
16, 22, 23 |
1, 2, 8 |
1, 2, 9, 16,
22, 23 |
1, 2, 10, 16,
22, 23 |
1, 2, 11, 16, 28 |
|
First posted September 29, 2011
Part or all of this report is presented in Portable Document Format (PDF); the latest version of Adobe Reader or similar software is required to view it. Download the latest version of Adobe Reader, free of charge. |