View the Whole Report - Center for Research in Water Resources ...

More documents

Recommendations

Info

Table B1. Individual Sample Analyses SAMPLE DATE TIME DESCRIPTOR SITE TSS TURBIDITY # (mg/L) (NTU's) T1 2/9/93 6:05PM UPSTREAM 1 160 98 T2 2/9/93 6:05PM DOWNSTREAM 1 90 73 T3 2/9/93 6:20PM UPSTREAM 1 110 74 T4 2/9/93 6:20PM DOWNSTREAM 1 160 85 T5 2/9/93 6:30PM UPSTREAM 2 399 1300 T6 2/9/93 6:30PM DOWNSTREAM 2 348 1250 T7 2/9/93 6:40PM UPSTREAM 2 456 1600 T8 2/9/93 6:40PM DOWNSTREAM 2 499 1700 T9 2/9/93 7:00PM UPSTREAM 3 730 580 T10 2/9/93 7:00PM DOWNSTREAM 3 720 550 T11 2/9/93 7:10PM UPSTREAM 3 670 640 T12 2/9/93 7:10PM DOWNSTREAM 3 665 720 T13 2/10/93 9:45AM UPSTREAM 1 43 51 T15 2/14/93 5:30PM UPSTREAM 1 25 21 T16 2/14/93 5:30PM DOWNSTREAM 1 53 32 T17 2/14/93 5:45PM UPSTREAM 1 46 19 T18 2/14/93 5:45PM DOWNSTREAM 1 21 19 T19 2/14/93 5:55PM UPSTREAM 1 44 25 T20 2/14/93 5:55PM DOWNSTREAM 1 24 20 T21 2/14/93 6:15PM UPSTREAM 1 36 29 T22 2/14/93 6:15PM DOWNSTREAM 1 42 33 T23 2/14/93 6:30PM UPSTREAM 1 30 28 T24 2/14/93 6:30PM DOWNSTREAM 1 49 35 T25 2/15/93 7:40PM UPSTREAM 1 183 82 T26 2/15/93 7:40PM DOWNSTREAM 1 220 85 T27 2/15/93 7:55PM UPSTREAM 1 237 180 T28 2/15/93 7:55PM DOWNSTREAM 1 201 160 T29 2/15/93 8:05PM UPSTREAM 1 288 170 T30 2/15/93 8:05PM DOWNSTREAM 1 227 160 T31 2/28/93 3:15PM UPSTREAM 4 1528 950 T32 2/28/93 3:15PM UPSTREAM 4 583 550 T33 2/28/93 3:15PM UPSTREAM 4 478 340 T34 2/28/93 3:15PM UPSTREAM 4 1208 700 T35 2/28/93 3:20PM DOWNSTREAM 4 333 230 T36 2/28/93 3:20PM DOWNSTREAM 4 443 275 T37 2/28/93 3:20PM DOWNSTREAM 4 488 325 T38 2/28/93 3:20PM DOWNSTREAM 4 438 275 87
Page 1:
CRWR Online Report 95-6 AN EVALUATI
Page 5:
ACKNOWLEDGMENTS This research was s
Page 8 and 9:
4.2.3 TSS Reduction Efficiency of S
Page 11 and 12:
LIST OF TABLES Table Title Page 2.1
Page 13 and 14:
and reduce construction duration (G
Page 15 and 16:
2. LITERATURE REVIEW 2.1 Introducti
Page 17 and 18:
are characterized by lower permeabi
Page 19 and 20:
size and is the estimated largest p
Page 21 and 22:
corrected to a viscosity at 20 o C
Page 23 and 24:
Influent samples from each of the t
Page 25 and 26:
emaining 10% ranged from 15 to 50
Page 27 and 28:
Much less research has been directe
Page 29 and 30:
Figure 3.1 Location of Inventoried
Page 31 and 32:
Table 3.2 Costs of Temporary Contro
Page 33 and 34:
The inventory data indicate that si
Page 35 and 36:
nature of construction activities r
Page 37 and 38:
the discharge was 1542 mg/L, with a
Page 39 and 40:
emained in suspension and were able
Page 41 and 42:
Effluent Sampling Location Rock Ber
Page 43 and 44: 5. LABORATORY TESTS OF SILT FENCES
Page 45 and 46: along with runoff from the flume. T
Page 47 and 48: Table 5.3 Grain sizes, Gradation, R
Page 49 and 50: phenomenon is similar to sediment-l
Page 51 and 52: w A S h 1 Silt Fence Figure 5.4 Vol
Page 53 and 54: Many of the tests ended after 48 ho
Page 55 and 56: observation demonstrates that field
Page 57 and 58: The permeameter initially was set u
Page 59 and 60: Flow per Area, cm/s 40 30 20 10 0 y
Page 61 and 62: 6. CONCLUSIONS AND RECOMMENDATIONS
Page 63 and 64: topping. Knowledge of the performan
Page 65 and 66: Das, B. M., 1985, “Principles of
Page 67: Soil Conservation Service (SCS), 19
Page 71 and 72: Sample Descriptions Samples T1-T30
Page 73 and 74: Samples T109-T122 Although samples
Page 75 and 76: individual analyses of samples T1-T
Page 77 and 78: 2 6 7 4 1 Fort McGrude Bannister Ln
Page 79 and 80: N T6 W W W W W W W W W W W T7 T5 T8
Page 81 and 82: LEGEND: -W- -NW- T18 Water Boundary
Page 83 and 84: T34 T38 NW NW NW NW T39 NW NW NW NW
Page 85 and 86: T49 T50 T53 T54 T58 W T55 W W W W T
Page 87 and 88: T75 W W W LEGEND: -W- -NW- T18 Wate
Page 89 and 90: N T105 T106 T107 T108 T97 T98 T101
Page 91 and 92: T117 N LEGEND: T118 -W- -NW- T18 Wa
Page 93: APPENDIX B - RESULTS OF SAMPLE ANAL
Page 97 and 98: M T72 4/7/93 11:05A M T73 4/7/93 11
Page 99 and 100: T101 4/29/93 6:14AM UPSTREAM P 6 NI
Page 101 and 102: Table B3. Silt Fence TSS Reductions
Page 103: APPENDIX C - LABORATORY PROCEDURES
Page 106 and 107: A Hach Model 2100A Turbidimeter was
Page 108 and 109: 100
Page 110 and 111: Test number: 2 Influent Samples : D
Page 118 and 119: Test number: 10 Influent Samples :
Page 138 and 139: APPENDIX E - RESULTS OF PERMEAMETER
Page 140 and 141: Fabric area = 5.07 cm 2 Standard Vo
Page 142 and 143: 70 Flow per Area, cm/s 60 50 40 30
Page 144 and 145:
70 Flow per Area, cm/s 60 50 40 30
Page 146 and 147:
140
Page 148:
142
show all

View the Whole Report - Center for Research in Water Resources ...

Create successful ePaper yourself

Delete template?

Save as template?