Salt Creek WQ Studies - Velocity/Flow/Mixing Below NETP
   
  Location: Near in situ Site G at 175 LF Below Centerline 84th St. Bridge  
  Upstr. edge of 84th St. Bridge = 1,531 meters below NETP Outfall as per EA Engineering.
Therefore, location is approx. 5,210 LF below NETP Outfall.
  Date/Time: 5/24/00 8:55  
         
        Ave.   %    
Feet Depth Velocity Area Vel. Flow Total Cond.  
Right (Ft.) (fps) (S.F.) (fps) (cfs) Flow (umhos/cm) Comments
1 0.00 0.00 #N/A #N/A #N/A #N/A   <=LEFT BANK LOOKING DOWNSTREAM
5 0.00 0.00 0.0 0.00 0.0 0.0%   Outer edge of sandbar
6 0.55 0.54 0.3 0.27 0.1 0.1% 5,350 Water in stream slightly turbid.
10 0.65 1.01 2.4 0.78 1.9 2.0% 5,770  
15 0.70 1.20 3.4 1.11 3.7 4.0% 6,220  
25 1.05 1.27 8.8 1.24 10.8 11.6% 5,670  
35 1.10 1.34 10.8 1.31 14.0 15.0% 6,550  
45 0.90 1.02 10.0 1.18 11.8 12.7% 6,500  
55 0.90 1.20 9.0 1.11 10.0 10.7% 6,560  
65 0.90 1.20 9.0 1.20 10.8 11.6% 7,280  
75 0.90 1.04 9.0 0.79 7.1 7.6% 7,210  
80 0.80 1.12 4.3 1.08 4.6 4.9% 7,140  
85 0.70 1.32 3.8 1.22 4.6 4.9% 7,090  
90 0.60 1.41 3.3 1.37 4.4 4.8% 6,860  
95 0.75 1.45 3.4 1.43 4.8 5.2% 6,860  
100 0.70 0.75 3.6 1.10 4.0 4.3% 6,500  
105 0.00 0.00 1.8 0.38 0.7 0.7%   <===RIGHT BANK
100  = T. Water Width 82.6 1.13 93.3 100.0%   Measurements by:  Gerardo Talero,
      Total Ave. Total Total   Quentin Kavan, Lyle Christensen
Salt Creek WQ Studies - Velocity/Flow/Mixing Below NETP
   
  Location: 475 LF Upstream Centerline 84th St. Bridge  
  Upstr. edge of 84th St. Bridge = 1,531 meters below NETP Outfall as per EA Engineering.
Therefore, location is approx. 4,560 LF below NETP Outfall.
  Date/Time: 5/24/00 9:35  
         
        Ave.   %    
Feet Depth Velocity Area Vel. Flow Total Cond.  
Right (Ft.) (fps) (S.F.) (fps) (cfs) Flow (umhos/cm) Comments
0 0.00 0.00 #N/A #N/A #N/A #N/A   <=LEFT BANK LOOKING DOWNSTREAM
25 0.00 0.00 0.0 0.00 0.0 0.0%   Outer edge of sandbar
29 0.40 0.67 0.8 0.34 0.3 0.3% 6,740 Water in stream slightly turbid.
35 0.85 1.42 3.8 1.05 3.9 4.1% 6,750  
40 1.00 1.50 4.6 1.46 6.8 7.1% 6,550  
50 0.90 1.40 9.5 1.45 13.8 14.4% 6,680  
60 0.90 1.30 9.0 1.35 12.2 12.7% 6,580  
70 0.80 1.35 8.5 1.33 11.3 11.8% 6,460  
80 0.80 1.23 8.0 1.29 10.3 10.8% 6,310  
85 0.95 1.25 4.4 1.24 5.4 5.7% 6,140  
90 1.10 1.34 5.1 1.30 6.6 6.9% 6,010  
95 1.20 1.25 5.8 1.30 7.4 7.8% 6,000  
100 0.90 1.19 5.3 1.22 6.4 6.7% 5,910  
108 0.85 1.05 7.0 1.12 7.8 8.2% 5,750  
112 0.60 0.89 2.9 0.97 2.8 2.9% 5,580  
117 0.00 0.00 1.5 0.45 0.7 0.7%   <===RIGHT BANK
92  = T. Water Width 76.1 1.26 95.7 100.0%   Measurements by:  Gerardo Talero,
      Total Ave. Total Total   Quentin Kavan, Lyle Christensen
Salt Creek WQ Studies - Velocity/Flow/Mixing Below NETP
   
  Location: 735 LF Upstream Centerline 84th St. Bridge  
  Upstr. edge of 84th St. Bridge = 1,531 meters below NETP Outfall as per EA Engineering.
Therefore, location is approx. 4,300 LF below NETP Outfall.
  Date/Time: 5/24/00 10:00  
         
        Ave.   %    
Feet Depth Velocity Area Vel. Flow Total Cond.  
Right (Ft.) (fps) (S.F.) (fps) (cfs) Flow (umhos/cm) Comments
8 0.00 0.00 #N/A #N/A #N/A #N/A   <=LEFT BANK LOOKING DOWNSTREAM
10 0.65 0.68 0.7 0.34 0.2 0.2% 6,750 Water in stream slightly turbid.
15 1.00 1.29 4.1 0.99 4.1 4.1% 6,730  
20 1.10 1.56 5.3 1.43 7.5 7.5% 6,680  
25 1.30 1.78 6.0 1.67 10.0 10.0% 6,580  
35 1.50 1.75 14.0 1.77 24.7 24.7% 6,250  
45 1.30 1.45 14.0 1.60 22.4 22.4% 5,880  
55 1.10 1.51 12.0 1.48 17.8 17.8% 5,700  
63 0.80 0.91 7.6 1.21 9.2 9.2% 5,690  
70 0.50 0.59 4.6 0.75 3.4 3.4% 5,710  
80 0.00 0.00 2.5 0.30 0.7 0.7%   Outer edge of sandbar to right bank.
124 0.00 0.00 0.0 0.00 0.0 0.0%   <===RIGHT BANK
72  = T. Water Width 70.7 1.41 100.0 100.0%   Measurements by:  Gerardo Talero,
      Total Ave. Total Total   Quentin Kavan, Lyle Christensen
Salt Creek WQ Studies - Velocity/Flow/Mixing Below NETP
   
  Location: 1,000 LF Upstream Centerline 84th St. Bridge  
  Upstr. edge of 84th St. Bridge = 1,531 meters below NETP Outfall as per EA Engineering.
Therefore, location is approx. 4,035 LF below NETP Outfall.
  Date/Time: 5/24/00 10:30  
         
        Ave.   %    
Feet Depth Velocity Area Vel. Flow Total Cond.  
Right (Ft.) (fps) (S.F.) (fps) (cfs) Flow (umhos/cm) Comments
3 0.00 0.00 #N/A #N/A #N/A #N/A   <=LEFT BANK LOOKING DOWNSTREAM
6 0.65 1.26 1.0 0.63 0.6 0.6% 6,830 Water in stream slightly turbid.
15 0.60 1.50 5.6 1.38 7.8 7.4% 6,800  
25 0.70 1.28 6.5 1.39 9.0 8.6% 6,750  
35 0.70 1.66 7.0 1.47 10.3 9.8% 6,620  
45 0.70 1.32 7.0 1.49 10.4 10.0% 6,490  
55 0.70 1.56 7.0 1.44 10.1 9.6% 6,320  
65 0.75 1.35 7.3 1.46 10.5 10.1% 6,090  
75 0.75 1.22 7.5 1.29 9.6 9.2% 5,880  
85 0.80 1.22 7.8 1.22 9.5 9.0% 5,700  
90 0.90 1.07 4.3 1.15 4.9 4.7% 5,610  
95 1.40 1.08 5.8 1.08 6.2 5.9% 5,520  
100 1.85 1.10 8.1 1.09 8.9 8.5% 5,460  
105 1.20 0.49 7.6 0.80 6.1 5.8% 5,450  
110 0.00 0.00 3.0 0.25 0.7 0.7%   <===RIGHT BANK
107  = T. Water Width 85.4 1.22 104.6 100.0%   Measurements by:  Gerardo Talero,
      Total Ave. Total Total   Quentin Kavan, Lyle Christensen