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Contaminated Ground Water and Sediment - Chapter 2 pps

Contaminated Ground Water and Sediment - Chapter 2 pps

Contaminated Ground Water and Sediment - Chapter 2 pps

... between Sediment and Common Contaminants 2. 2. 2Sediment Transport Model Components 2. 2 .2. 1Sediment Erosion and Deposition Processes 2. 2 .2. 2Sediment Transport Model Minimum Requirements 2. 2.3Contaminant ... aldrin; dieldrin; 1,1,1-trichloro- 2, 2-bis( p -chlorophenyl)ethane (DDT); 1,1-dichloro -2 , 2-bis( p -chloro-phenyl)ethane (DDD); endosulfan; endrin; heptachlor; lindane; and L1667_book.fm ... Requirements 2. 2.3Contaminant Fate and Transport Model Components 2. 2.3.1Contaminant Fate and Transport Processesin Unstable Sediments 2. 2.3.2Contaminant Fate and Transport Processesin Stable Sediments 2. 2.3.3Contaminant...
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Contaminated Ground Water and Sediment - Chapter 1 ppt

Contaminated Ground Water and Sediment - Chapter 1 ppt

... integralparts of ground water ßow systems, and ground water interacts with surface water innearly all landscapes — from small streams, lakes, and wetlands in headwater areasto major river valleys and seacoasts. ... state-of-the-art technology inaqueous mixing simulation models. Advantages and disadvantages of different mod-eling approaches, time and spatial resolution disparities, and aggregation–disaggre-gation ... the sediment and the overlying surface water to occurwithin the upper 2 in. of sediment deposits. Important elements in estimating the ground water contribution are distinguishing and...
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Contaminated Ground Water and Sediment - Chapter 3 pdf

Contaminated Ground Water and Sediment - Chapter 3 pdf

... CSF/BW.0%10% 20 %30%40%FrequencyRisk1.1 x 10 -7 1 x 10 -6 1 x 10 -5 1 x 10 -4 1 x 10 -3 1 x 10 -2 1 x 10 -2 L1667_C03.fm Page 140 Tuesday, October 21 , 20 03 3:49 PM 20 04 CRC Press LLC3.3.3 .2. 2 Decision-Making ... of CSF/BW.Frequency0%10% 20 %30%40%50%Risk 2 x 10 -6 1 x 10 -5 2 x 10 -5 1 x 10 -4 2 x 10 -4 1 x 10 -6 L1667_C03.fm Page 139 Tuesday, October 21 , 20 03 3:49 PM 20 04 CRC Press LLCa snapshot ... LONG-TERM GROUND WATER MONITORING Ground water remediation management does not end with the installation of thecleanup system and the ßipping of a switch. Long-term monitoring of ground water...
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Contaminated Ground Water and Sediment - Chapter 4 potx

Contaminated Ground Water and Sediment - Chapter 4 potx

... chlorobenzenes, PCBs, polycyclic aromatic hydrocarbons (PAHs), and labora-tory- and Þeld -contaminated sediments. The laboratory -contaminated sedimentswere maintained in contact with the chemicals ... MODFLOW 2- D ground water ßow; transport for two species; ßuid properties as linear function of Þrst species Sanford and Konikow, 1985MT3D + MODFLOW3-D ground water ßow; single-species ... nonequili-birum conditions by averaging results from 2- D vertical cross-section simulationsfor the range of expected Þeld conditions.L1667_book.fm Page 22 3 Tuesday, October 21 , 20 03 8:33 AM 20 04...
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PHYSICAL - CHEMICAL TREATMENT OF WATER AND WASTEWATER - CHAPTER 2 pps

PHYSICAL - CHEMICAL TREATMENT OF WATER AND WASTEWATER - CHAPTER 2 pps

... (day) 24 6810y (mg/L) 10 20 23 25 28 t (day) 2 4 6 8 10y (mg/L) 10 20 23 25 28 ∑y = 68by′ 3 .25 a1 .25 1 .25 ∑y′ = 5.75y 2 400 529 625 ∑y 2 = 1554yy′ 65 28 .75 31 .25 ∑yy′ = 125 a 3 .25 = b ... R11, R 12 , and R13 and those of MPN 2 are R 21 , R 22 , and R 23 . The corresponding mean readings are,respectively, R1ave and R2ave as shown in the equations below: (2. 41) (2. 42) From ... (2. 43)MPN1R1aveMPNxRxaveMPN 2 R2aveRxaveRx1D1()Rx2D 2 ()Rx3D3()++D1D 2 D3++ =R1aveR11D1()R 12 D 2 ()R13D3()++D1D 2 D3++ =R2aveR 21 D1()R 22 D 2 ()R 23 D3()++D1D 2 D3++ =MPNxMPN1MPN1MPN 2 –()RxaveR1ave–R1aveR2ave–...
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Geoenvironmental Engineering Contaminated Soils, Pollutant Fate, and Mitigation - Chapter 2 pps

Geoenvironmental Engineering Contaminated Soils, Pollutant Fate, and Mitigation - Chapter 2 pps

... 14.4 2. 57 31.8 13.1 49 21 9 21 1.93 10.0 3.9 2. 32 46.38MR4 14.9 2. 50 32. 2 13 .2 43 19 23 15 1.99 10.1 2. 4 1.95 39.53GT1 21 .8 2. 64 35.5 13.5 23 30 17 30 1.84 13.0 3.5 2. 77 69.87GT4 13.9 2. 52 27.7 ... 52 1.38 27 .0 2. 6 5.97 84.61PEA4 34.1 2. 63 50.8 25 .9 0 3 39 58 1. 62 20.8 1.9 2. 74 80.69CEA1 31.1 2. 53 46 23 .3 0 1 49.6 49.4 1.69 21 .6 2. 22 3.75 83.5CEA4 30.5 2. 48 47.1 24 .2 0 0 47 53 1.66 20 ... 10.4 23 .3 33.1 29 .9 13.7 1.93 12. 5 0.7 30 .23 1NEA1 45.7 2. 59 59.7 28 .6 0 8 47 45 1.47 23 .0 2. 5 5.53 71. 12 NEA4 51.8 2. 49 65.8 30.0 0 8 42 50 1.36 30.0 2. 2 5.11 73.34PEA1 96.8 2. 58 75 .2 38.1 0 2...
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Financial Modeling with Crystal Ball and Excel Chapter 2 ppsx

Financial Modeling with Crystal Ball and Excel Chapter 2 ppsx

... Forecasts 23 FIGURE 2. 11 Step 2 in using the decision table tool.The Specify options (step 3 of 3) dialog should look like Figure 2. 12. Specify 20 00 trials as shown in Figure 2. 12 and click ... 30 Wealth can be seen in Figure 2. 2, and ismeasured as 32. 20 in Figure 2. 4. The fact that the mean of $3.776 million is somuch larger than the median of $2. 426 million is also evidence of large ... percent.FIGURE 2. 10 Step 1 in using the Decision Table tool.18 FINANCIAL MODELING WITH CRYSTAL BALL AND EXCELFIGURE 2. 5 Frequency distributions depicting negative (Skewness = 2) , positive ( +2) , and near-zero(0. 02) ...
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Pesticide profiles : Toxicity, environmental impact and fate - Chapter 2 pps

Pesticide profiles : Toxicity, environmental impact and fate - Chapter 2 pps

... odor ( 12) . It may decompose when exposed to heat or light.Chemical name: 2- methyl-4-oxo- 3-( 2- propenyl ) -2 -cyclopenten-1-yl 2, 2-dimethyl- 3-( 2- methyl-l-propenyl)cyclopropanecarboxylate ( 12) CAS ... ( 12) .Chemical name: (RS)-alpha-cyano-3-phenoxybenzyl N- ( 2- chloro-a,a,a-trifluoro-p-tolyl)-D-valinate ( 12) CAS #: 1 028 5 1-0 6-9 Molecular weight: 5 02. 93 ( 12) Solubility in water: 0.0 02 mg/L ( 12) , ... 4-chomeChuo-ku Osaka 541 JapanTelephone:8 1-6 -2 2 0-3 693FAX: 8 1-6 -2 2 0-3 4 92 Telex: 522 –7541 SUMIKA J 2. 2 .2 Cypermethrin Figure 2. 3 Cypermethrin. L1190 CH 02 pgs Page 22 Friday, July 2, ...
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Land Application of Sewage Sludge and Biosolids - Chapter 2 ppsx

Land Application of Sewage Sludge and Biosolids - Chapter 2 ppsx

... 2 0.074 0.0 72 0.076PCB-1016 0 BDL BDL BDLPCB- 122 1 0 BDL BDL BDLPCB- 123 2 0 BDL BDL BDLPCB- 124 2 0 BDL BDL BDLPCB- 124 8 23 0.740 0.043 5 .20 3PCB- 125 4 13 1.765 0.3 12 9.347PCB-1060 20 0.671 0.031 ... Range Bis ( 2- ethylhexyl) phthalate 13 3806 157–1 125 7 109 4.1 27 3Chloroethane 2 125 9 517 20 00 19 14.5 24 1, 2- trans -Dichloroethylene 11 744 42 54993 21 0. 72 865Toluene 12 722 54 26 857 15 ... – 110 26 20 121 0 1360 – – 320 27 901979 2 6.7 69 429 6 02 369 2. 8 18 135 7.3 15941987 3 12 26 430 711 308 3.3 19 167 6.0 15401988 4 9.9 6.9 119 741 134 5 .2 9 .2 43 5 .2 120 21996...
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