- 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 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 111 and 112: Test number: 3 Influent Samples : D
- Page 113 and 114: Test number: 5 Influent Samples : D
- Page 115 and 116: Test number: 7 Influent Samples : D
- Page 117 and 118: Test number: 9 Influent Samples : D
- Page 119 and 120: Test number: 11 Influent Samples :
- Page 121 and 122: Test number: 13 Influent Samples :
- Page 123 and 124: Test number: 15 Influent Samples :
- Page 125 and 126: Test number: 17 Influent Samples :
- Page 127 and 128: Test number: 19 Influent Samples :
- Page 129 and 130: Test number: 21 Influent Samples :
- Page 131 and 132: Test number: 23 Influent Samples :
- Page 133 and 134: Test number: 25 Influent Samples :
- Page 135 and 136: Test number: 27 Influent Samples :
- Page 137 and 138: Test number: 29 Influent Samples :
- Page 139 and 140: 132
- Page 141: Amoco woven d = #20 sieve d = 8.50E
- Page 145 and 146: APPENDIX F - BASE EFFICIENCY TEST 1
- Page 147 and 148: Date = 9/17/94 Influent Samples: St