Spreadsheet: 00dd9ee6-938e-41d6-be25-dce9d11154e6
Sheet: Sheet1

Critical Riffle Analysis for Fish Passage in California | Unnamed: 1 | Unnamed: 2 | Unnamed: 3 | Unnamed: 4 | Unnamed: 5 | Unnamed: 6 | Unnamed: 7 | Unnamed: 8 | Unnamed: 9 | Unnamed: 10
Standard Operating Procedure DFG-IFP-001
Location: | Candice River - Lower Reach |  |  |  | Date: |  | 2013-03-13 00:00:00
Site Name: | Unit #222 |  |  |  | Field Staff: |  | CH, MH
Riffle Name: | Riffle B |  |  |  | Data Entry Staff: |  | RH, DH, DR
Site Description: | Wide riffle near #34 diversion pump |  |  |  | Photo File Name: |  | #5222-3
GPS Coordinates: | N38.53.331  W121.17.092 |  |  |  | Staff Gage Start: |  | 0.12 | End: | 0.12
CRA Sample Event No. (1-6) and targeted flow: | 10 cfs targeted event |  |  |  |  | Time Start: | 13:45:00 | Time Stop: | 14:50:00
Critical Riffle Total Width hp to tp (ft): | 75 ft |  |  |  |  | LBWE: | 2 | RBWE: | 75
[NAME] (cfs): | 11 cfs (measured on site) |  |  |  | Target Species 1 |  | Target Species 2 |  | Target Species 3
[NAME] number: | 12 |  | Target Species Depth Criteria (ft): |  | 0.7 |  | 0.4 |  | 0.3
 |  | Species/Lifestyle Code: |  |  | St |  | Trout |  | JuvS
Notes: |  |  |  |  | Total | Cont. | Total | Cont. | Total | Cont.
 |  |  | % Usable: |  | 0.4266666666666667 | 0.28 | 0.6266666666666667 | 0.3866666666666667 | 0.7466666666666667 | 0.5066666666666667
 |  |  |  |  | Cell [NAME]
Station | Distance | Depth | [NAME] |  | Total | Cont. | Total | Cont. | Total | Cont.
1 | 1 | OW* | 1
2 | 2 | 0.05 | 1
3 | 3 | 0.07 | 1
4 | 4 | 0.09 | 1
5 | 5 | 0.1 | 1
6 | 6 | 0.2 | 1
7 | 7 | 0.35 | 1 |  |  |  |  |  | 1 | 1
8 | 8 | 0.36 | 1 |  |  |  |  |  | 1 | 1
9 | 9 | 0.24 | 1
10 | 10 | 0.35 | 1 |  |  |  |  |  | 1 | 1
11 | 11 | 0.65 | 1 |  |  |  | 1 | 1 | 1 | 1
12 | 12 | 0.55 | 1 |  |  |  | 1 | 1 | 1 | 1
13 | 13 | 0.65 | 1 |  |  |  | 1 | 1 | 1 | 1
14 | 14 | 0.39 | 1 |  |  |  |  |  | 1 | 1
15 | 15 | 0.59 | 1 |  |  |  | 1 | 1 | 1 | 1
16 | 16 | 0.36 | 1 |  |  |  |  |  | 1 | 1
17 | 17 | 0.39 | 1 |  |  |  |  |  | 1 | 1
18 | 18 | 0.41 | 1 |  |  |  | 1 | 1 | 1 | 1
19 | 19 | 0.45 | 1 |  |  |  | 1 | 1 | 1 | 1
20 | 20 | 0.6 | 1 |  |  |  | 1 | 1 | 1 | 1
21 | 21 | 0.69 | 1 |  |  |  | 1 | 1 | 1 | 1
22 | 22 | 0.7 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
23 | 23 | 0.78 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
24 | 24 | 0.95 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
25 | 25 | 1.05 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
26 | 26 | 1.66 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
27 | 27 | 1.69 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
28 | 28 | 1.85 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
29 | 29 | 1.99 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
30 | 30 | 1.78 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
 |  |  |  |  | Cell [NAME]
Station | Distance | Depth | [NAME] |  | Total | Cont. | Total | Cont. | Total | Cont.
31 | 31 | 1.79 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
32 | 32 | 1.55 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
33 | 33 | 1.45 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
34 | 34 | 1.62 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
35 | 35 | 1.5 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
36 | 36 | 1.52 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
37 | 37 | 1.58 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
38 | 38 | 1.26 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
39 | 39 | 1.15 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
40 | 40 | 1 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
41 | 41 | 0.99 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
42 | 42 | 1.02 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
43 | 43 | 0.68 | 1 |  |  |  | 1 | 1 | 1 | 1
44 | 44 | 0.71 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
45 | 45 | 0.55 | 1 |  |  |  | 1 | 1 | 1 | 1
46 | 46 | 0.43 | 1 |  |  |  | 1 | 1 | 1 | 1
47 | 47 | 0.39 | 1 |  |  |  |  |  | 1 | 1
48 | 48 | 0.28 | 1
49 | 49 | 0.12 | 1
50 | 50 | 0.03 | 1
51 | 51 | 0.04 | 1
52 | 52 | 0.1 | 1
53 | 53 | 0.13 | 1
54 | 54 | 0.2 | 1
55 | 55 | 0.65 | 1 |  |  |  | 1 | 1 | 1 | 1
56 | 56 | 0.8 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
57 | 57 | 1.5 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
58 | 58 | 1.2 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
59 | 59 | 1.3 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
60 | 60 | 1.1 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
61 | 61 | 1.3 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
62 | 62 | 0.98 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
63 | 63 | 1.3 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
64 | 64 | 0.7 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
65 | 65 | 0.75 | 1 |  | 1 | 1 | 1 | 1 | 1 | 1
66 | 66 | 0.5 | 1 |  |  |  | 1 | 1 | 1 | 1
67 | 67 | 0.45 | 1 |  |  |  | 1 | 1 | 1 | 1
68 | 68 | 0.49 | 1 |  |  |  | 1 | 1 | 1 | 1
69 | 69 | 0.3 | 1 |  |  |  |  |  | 1 | 1
70 | 70 | 0.26 | 1
71 | 71 | 0.33 | 1 |  |  |  |  |  | 1 | 1
72 | 72 | 0.2 | 1
73 | 73 | 0.06 | 1
74 | 74 | 0.1 | 1
75 | 75 | OW | 1
 |  |  |  |  | Must manually select "COUNT" range for continuous cells
Wetted Width this Event: |  |  | 75 | (ft)       [NAME]: | 32 | 21 | 47 | 29 | 56 | 38
Maximum Transect Length**: |  |  | 75 | (ft)   Percent: | 0.4266666666666667 | 0.28 | 0.6266666666666667 | 0.3866666666666667 | 0.7466666666666667 | 0.5066666666666667
*OW = Out of Water
**Must set "Maximum Transect Length" to the largest length of all measured discharges