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LEGEND: -W- -NW- T18 <strong>Water</strong> Boundary Woven Fabric Silt Fence Non-woven Fabric Silt Fence Sample Indentification N T1 T2 T4 T13 W W W W W W W W W T3 Figure A3 Sample Locations T1-T4, T113 (Site 1) 70
N T6 W W W W W W W W W W W T7 T5 T8 LEGEND: -W- -NW- T18 <strong>Water</strong> Boundary Woven Fabric Silt Fence Non-woven Fabric Silt Fence Sample Indentification Figure A4 Sample Locations T5-T8 (Site 2) 71
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
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are characterized by lower permeabi
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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
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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: 2 6 7 4 1 Fort McGrude Bannister Ln
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 96 and 97: SAMPLE DATE TIME DESCRIPTOR SITE TS
Page 98 and 99: T64 4/7/93 10:55AM UPSTREAM C 6 NIA
Page 100 and 101: Table B2. Results of Particle Size
Page 102 and 103: Table B4. Silt Fence Turbidity Redu
Page 105 and 106: Total Suspended Solids The analysis
Page 107 and 108: APPENDIX D - CATALOG OF FLUME TESTS
Page 109 and 110: Test number: 1 Influent Samples : D
Page 119 and 120: Test number: 11 Influent Samples :
Page 129 and 130:
Test number: 21 Influent Samples :
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
132
Page 141 and 142:
Amoco woven d = #20 sieve d = 8.50E
Page 143 and 144:
70 60 Flow per Area, cm/s 50 40 30
Page 145 and 146:
APPENDIX F - BASE EFFICIENCY TEST 1
Page 147 and 148:
Date = 9/17/94 Influent Samples: St
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