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Non-aqueous phase liquid

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strips those gaseous components from the subsurface, allowing them to be extracted and treated. Less volatile compounds can have their volatility increased using the application of heat, which is then followed with SVE. Multiphase extraction involves an 18–26 inch mercury vacuum that can simultaneously extract gaseous, aqueous, and immiscible phases of NAPL. Additionally, SVE is thought to enhance aerobic degradation of NAPLs, improving cost effectiveness by reducing the amount of required above-ground treatment.
403:, aquifer testing, and remediation of various contaminants. "Pump-and-treat" is particularly effective for removing LNAPLs floating above the water table. Efforts must be taken during well drilling to minimize disturbances that might cause further infiltration of DNAPLs into the subsurface. It is easy to unknowingly drill through a DNAPL pool, causing the pool to drain down further into the aquifer. 155: 499:, and sequential aerobic and/or anaerobic biological processes to minimize the presence of NAPLs in the subsurface environment. Most bioremediation strategies rely on the presence of specific populations of bacteria/microorganisms and the addition of organic carbon to stimulate biodegradation. This organic carbon can be supplied via injection of soluble organic carbon sources such as 326:
available remediation techniques. The most mobile phases of NAPL are the volatilized/gaseous phase and the solubilized/aqueous phase, while the least mobile phases of NAPL are the adsorbed/solid phase and the immiscible liquid phase. Because of these complexities, flow is more difficult to measure in the unsaturated zone than in the saturated zone.
151:. This increased attention to groundwater contamination expanded research funds, and the studies that followed revealed widespread groundwater contamination in the United States. Subsequently, the understanding of transport mechanisms and the development of remediation strategies for organic contaminants, including NAPLs, have been expanded. 447:
saturated component of NAPL, allowing it to be displaced by continuous flooding. While surfactants are highly effective, resulting in recovery of 94% of the original DNAPL in case studies, they are also expensive and cost-prohibitive, also potentially adversely affecting the pH of the subsurface environment.
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In the saturated zone, the spaces between particles are filled with water. As such, a three-phase model of NAPL phase distribution is used in this zone, which excludes the gaseous phase. Once NAPLs reach the water table in the saturated zone, LNAPLs will float while DNAPLs will sink. Both LNAPLs and
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The purpose of surfactants is to mobilize various components of NAPLs by lowering their viscosity and interfacial tension. Solubilizing agents increase the solubility of NAPLs and transfer it to the aqueous phase, allowing it to then be extracted and treated. Mobilizing agents target the residually
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of the subsurface, complicating both their movement and the technology required for their mitigation. In a best-case scenario, the DNAPL is continuous and has collected as a reservoir above the impermeable layer. In this scenario, a recovery well can be drilled and installed. When it comes to DNAPL
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of NAPLs, which is counter-productive. While some experts have proposed that the complete removal of NAPLs from the subsurface environment is impossible, others view the challenge as an opportunity to expand and innovate remediation technologies. As a result, a variety of innovations to both detect
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Early remediation strategies focused on the restoration of aquifer quality via the construction of wells to extract and treat groundwater (the pump-and-treat strategy), but it soon became clear that the volume of water to be extracted and treated was unreasonably large and unfeasible. Additionally,
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provided a new method to detect groundwater contaminants imperceptible to the human senses. This development lead to the discovery and subsequent analysis of chlorinated solvents, one of the most deleterious forms of NAPL. It became understood that NAPLs are challenging both to detect and to remove
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effluent, and percolation from spills or landfills. The movement of NAPLs within the subsurface environment is complex and difficult to characterize. Nonetheless, the various parameters that dictate their movement are important to understand in order to determine appropriate remediation strategies.
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Groundwater has been a historically important source of water for public water systems, privately owned wells, and agricultural systems for generations. It had been commonly believed that as water traveled through soil, it was stripped of impurities before it could enter groundwater storages; as a
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While it is possible to study the direction and movement of groundwater flow via well drilling, this method is not always effective for determining the movement of NAPLs because they can flow in different directions. Some related strategies to determine the horizontal and vertical extent of NAPL
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A relatively small volume of NAPL can create toxic groundwater conditions, and NAPLs can remain in the subsurface, continually polluting groundwater, for decades or even centuries. Moreover, NAPLs are difficult to detect, particularly because of their multi-phase behavior. As a result, detection
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This form of remediation is possibly the most widely accepted in-situ technology for the removal of NAPLs in the unsaturated zone. Soil vacuum extraction (SVE) increases the volatility of NAPLs by using a vacuum that induces air flow. This process transforms NAPL into the gaseous phase and then
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Contamination of the unsaturated zone is dangerous because of both the potential to seep into the saturated zone, where aquifers are contained, and the potential to harm ecological life. Whether or not the NAPL reaches the saturated zone is determined by a parameter called residual saturation.
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into water, meaning that two liquid phases of NAPL (immiscible hydrocarbon and aqueous solute) can exist simultaneously. The gaseous phase of NAPLs is also responsible for the contamination of groundwater and soil; therefore, the distribution of NAPLs between its various phases is important to
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Because the pump-and-treat strategy involves the uptake of an unrealistically high volume of groundwater, the overall philosophy has shifted from "total capture" to containment strategies, which involve the use of physical structures to control the movement of aqueous-phase plumes. The highly
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This four-phase model is highly variable and can even change within a particular site during different stages of site remediation. As such, it is important to continuously monitor the phase distribution on a case-by-case basis. Each of these phases differs in terms of their mobility and their
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NAPLs are point-source pollutants, and they can be released from a variety of sources, including, but not limited to, improper chemical disposal, leaking underground storage tanks, septic tank effluent, and percolation from spills or landfills. Under high precipitation conditions, liquid will
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In order to determine site-specific characteristics e.g. soil material and water table parameters, drill cuttings and cores can be used. Soil gas surveys can be used as a preliminary screening procedure to determine the extent of contamination due to volatile components. Some of the current
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In 1960, organic contaminants, including petroleum hydrocarbons, coal tar derivatives, synthetic detergents, and pesticides, had been noted in an extensive literature survey of groundwater contamination that provided the first indication of NAPLs in the subsurface. By the early 1970s, the
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LNAPLs and DNAPLs can exist in multiple different phases simultaneously upon entering the subsurface environment. The composition of NAPLs is typically described using a multi-phase model that depends on a variety of complex and interrelated parameters, including, but not limited to,
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strategies, in addition to remediation strategies, are important in the effort to remove NAPLs from the environment. In this sense, it is important to quantify the geographic and phase distributions of NAPLs in addition to where they have been and where they may be going.
147:. The discovery of such high volumes of these contaminants, their widespread geographical extent, and their dangerous health effects eventually led to the passage of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) and 296:
The liquid phase of NAPLs is characterized by a physical dividing surface that separates it from the liquid phase of water, indicating immiscibility due to NAPLs' organic structure. That said, some chemical compounds within the NAPL are capable of
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One challenge when it comes to chemical strategies is the existence of competitive reactions that limit treatment effectiveness. Another challenge is the presence of byproducts that might lead to the spreading of the targeted contaminant.
185: 356:. Contrarily, both the residually saturated and adsorbed DNAPL phases are relatively immobile and more difficult to remove. DNAPL movement in the saturated zone can also be influenced by anthropogenic activity, including unsealed 438:
corrosive nature of NAPLs can increase maintenance problems associated with these physical structures. Some examples of these structures include slurry barriers, vibrating beam barriers, jet grout walls, and geomembrane liners.
472:. The appropriate treatment depends largely on the specific contaminant. Chemical strategies are the most direct and fast method to remediate chlorinated solvents, which are one of the most prevalent types of NAPL. 537:
Yet another challenge is maintaining a sufficient population of bacteria/microorganisms in the face of competition from native bacteria and other external pressures. There is also regulatory pushback to the use of
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DNAPLs can remain in the water table for long periods of time, slowly dissolving and forming harmful chemical plumes; for this reason, remediation in the saturated zone is of particular importance to scientists.
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The liquid phases of DNAPLs will continue to move vertically downward through the saturated zone until either their volume is exhausted by residual saturation or their path is intercepted by the layer of low
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The behavior of NAPLs in the subsurface is guided by both the composition of the subsurface material and the various properties of the NAPLs. The subsurface can be categorized into two primary zones: the
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strategies to detect and analyze NAPL presence include gas chromatography, high pressure liquid chromatography, and time domain reflectometry. That said, additional research in this area is warranted.
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and SVE. That said, the ability to supply sufficient oxygen is a limiting factor affecting the success of this type of remediation strategy. Also, many cases require the presence of inducers such as
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An depiction of the subsurface environment. The vadose zone and the saturated zone can be distinguished by the relative abundance of liquid water, and are separated by the capillary fringe.
318:. The rest of the space between these particles consists of air. Thus, NAPLs can either remain as an immiscible hydrocarbon, dissolve into water, adsorb onto solid porous material, or 483:. Ultimately, the most important factor that determines the viability of a chemical treatment approach is whether the subsurface conditions will allow for effective application. 113:
from the subsurface. Because NAPLs participate in a biological chain of degradation, they produce intermediate chemicals that create particularly acute dangers for human health.
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sites in the United States. Red sites are on the National Priority List, yellow sites are proposed, green is deleted (usually meaning having been cleaned up). Data from
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Mitigation of LNAPLs tends to be less complex and require simpler engineering strategies. Conversely, DNAPLs can seep into cracks in the
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Residual saturation is caused by capillary action, which immobilizes NAPLs and restricts their infiltration into the saturated zone.
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Underground fuel storage tank above ground. Leakage of underground storage tanks (LUSTs) are a common point-source of NAPL pollution.
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and mitigate NAPLs have been developed from the 1980s to the mid-2000s providing alternatives to the pump-and-treat strategy.
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Sufficient dissolved oxygen must be present for aerobic biodegradation, which can be supplied through strategies including
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apparatus used to find unknown compounds. This type of equipment revolutionized the detection of subsurface contaminants.
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There are a variety of parameters specific to the subsurface environment that are important to consider in quantitative
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These strategies use NAPLs' physical, chemical, and biological properties to minimize their presence in the subsurface.
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The microscopic properties of NAPLs determine their behavior in the field. If they enter the saturated zone, their
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quantify in order to assess the extent of contamination and to determine appropriate remediation strategies.
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Hemond, Harold F.; Fechner, Elizabeth J. (1 January 2023), Hemond, Harold F.; Fechner, Elizabeth J. (eds.),
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relative to that of water will determine how they behave. As a result, NAPLs are categorized based on their
290: 74: 706: 534:, which are contaminants in and of themselves that are inherently harmful to the subsurface environment. 899: 842:"Chlorinated Solvent and DNAPL Remediation: An Overview of Physical, Chemical, and Biological Processes" 507:, cheese whey, etc. and placement of slow-release electron donors such as vegetable oil and soybean oil 121: 627:"Groundwater Contamination by Chlorinated Solvents: History, Remediation Technologies and Strategies" 221:
of the subsurface environment will determine the quantity that manages to enter the saturated zone.
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the construction of wells can be invasive to the subsurface environment and can cause deeper
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result, there wasn't much general concern about contamination of the subsurface environment.
849: 789: 779: 634: 492: 261: 234: 38: 768:"A review of new TDR applications for measuring non-aqueous phase liquids (NAPLs) in soils" 633:, SERDP/ESTCP Environmental Remediation Technology, New York, NY: Springer, pp. 1–28, 314:
which consists of small particles, around which exist a thin film of water which acts as a
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CERCLIS database, retrieved 12 February 2015 with last update reported as 25 October 2013.
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Application techniques include injection via wells or the placement of a solid treatment
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Henry, Susan M.; Hardcastle, Calvin H.; Warner, Scott D. (10 November 2002),
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Some of the purposes of well drilling include: personal use, measurements of
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These health concerns became more prevalent in the public eye after the 1976
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Liquid solution contaminants that do not dissolve in or easily mix with water
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Comegna, Alessandro; Severino, Gerardo; Coppola, Antonio (1 October 2022).
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the unsaturated zone; if there is enough volume of liquid, it will then
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such as improper chemical disposal, leaking underground storage tanks,
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Chemical Fate and Transport in the Environment (Fourth Edition)
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NAPLs can be released into the environment from a variety of
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and improperly sealed sampling holes and monitoring wells.
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McCarty, Perry L. (2010), Stroo, H.F.; Ward, C.H. (eds.),
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Expansion of groundwater contamination research after 1978
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of NAPL behavior. Some of these parameters include soil
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Attitudes about groundwater contamination before 1978
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remediation, the earlier it is removed, the better.
464:Chemical remediation strategies typically involve 631:In Situ Remediation of Chlorinated Solvent Plumes 743:Status of Knowledge of Ground Water Contaminants 542:bacteria. Furthermore, NAPLs may not be readily 761: 759: 757: 755: 753: 700: 698: 696: 694: 692: 690: 688: 686: 684: 620: 618: 616: 614: 612: 610: 835: 833: 682: 680: 678: 676: 674: 672: 670: 668: 666: 664: 491:It has become possible to accelerate natural 8: 831: 829: 827: 825: 823: 821: 819: 817: 815: 813: 740:Stanley, William E.; Eliassen, Rolf (1960). 713:, Boston: Academic Press, pp. 223–316, 793: 783: 583: 581: 579: 306:Movement of NAPLs in the unsaturated zone 51:with water. Common examples of NAPLs are 707:"Chapter 3 – The Subsurface Environment" 577: 575: 573: 571: 569: 567: 565: 563: 561: 559: 260:, moisture, particle size distribution, 243:dense non-aqueous phase liquids (DNAPLs) 239:light non-aqueous phase liquids (LNAPLs) 555: 334:Movement of NAPLs in the saturated zone 7: 343:DNAPL behavior in the saturated zone 588:Huling, Scott G.; Weaver, James W. 25: 590:"Dense Nonaqueous Phase Liquids" 310:The unsaturated zone involves a 47:characterized by their relative 245:. LNAPLs tend to float on the 1: 217:into the saturated zone. The 108:technological development of 785:10.1016/j.envadv.2022.100296 225:Physical properties of NAPLs 639:10.1007/978-1-4419-1401-9_1 427:which uses NAPLs' relative 921: 854:10.1021/bk-2002-0837.ch001 425:time domain reflectometry 199:saturated (phreatic) zone 195:unsaturated (vadose) zone 31:Non-aqueous phase liquids 237:into two primary types: 272:and complex in nature. 772:Environmental Advances 451:Soil vacuum extraction 415: 364:Remediation strategies 189: 167: 125: 90: 487:Biological strategies 410:A monitoring well at 409: 377:Remediation of DNAPLs 187: 157: 136:Niagara Falls Gazette 122:liquid chromatography 119: 88: 846:ACS Symposium Series 540:genetically modified 419:presence use NAPLs' 180:Transport mechanisms 460:Chemical strategies 421:chemical properties 390:Physical strategies 322:into gaseous form. 416: 190: 168: 141:soil contamination 126: 110:gas chromatography 91: 53:petroleum products 863:978-0-8412-3793-3 720:978-0-12-822252-2 648:978-1-4419-1401-9 276:Multi-phase model 164:United States EPA 120:High performance 16:(Redirected from 912: 874: 873: 872: 870: 837: 808: 807: 797: 787: 763: 748: 747: 737: 731: 730: 729: 727: 702: 659: 658: 657: 655: 622: 605: 604: 602: 600: 585: 235:relative density 21: 920: 919: 915: 914: 913: 911: 910: 909: 905:Water pollution 895:Water chemistry 890:Organochlorides 880: 879: 878: 877: 868: 866: 864: 839: 838: 811: 765: 764: 751: 739: 738: 734: 725: 723: 721: 704: 703: 662: 653: 651: 649: 624: 623: 608: 598: 596: 587: 586: 557: 552: 489: 466:redox reactions 462: 453: 444: 397: 392: 383:parent material 379: 366: 345: 336: 308: 278: 262:capillary force 227: 182: 131: 101: 96: 28: 23: 22: 15: 12: 11: 5: 918: 916: 908: 907: 902: 897: 892: 882: 881: 876: 875: 862: 809: 749: 732: 719: 660: 647: 606: 554: 553: 551: 548: 488: 485: 470:dechlorination 461: 458: 452: 449: 443: 440: 401:hydraulic head 396: 393: 391: 388: 378: 375: 365: 362: 344: 341: 335: 332: 307: 304: 277: 274: 226: 223: 181: 178: 130: 127: 100: 97: 95: 92: 26: 24: 14: 13: 10: 9: 6: 4: 3: 2: 917: 906: 903: 901: 898: 896: 893: 891: 888: 887: 885: 865: 859: 855: 851: 847: 843: 836: 834: 832: 830: 828: 826: 824: 822: 820: 818: 816: 814: 810: 805: 801: 796: 791: 786: 781: 777: 773: 769: 762: 760: 758: 756: 754: 750: 745: 744: 736: 733: 722: 716: 712: 708: 701: 699: 697: 695: 693: 691: 689: 687: 685: 683: 681: 679: 677: 675: 673: 671: 669: 667: 665: 661: 650: 644: 640: 636: 632: 628: 621: 619: 617: 615: 613: 611: 607: 595: 594:nepis.epa.gov 591: 584: 582: 580: 578: 576: 574: 572: 570: 568: 566: 564: 562: 560: 556: 549: 547: 545: 541: 535: 533: 529: 525: 521: 517: 512: 510: 506: 502: 498: 494: 486: 484: 482: 477: 473: 471: 467: 459: 457: 450: 448: 441: 439: 435: 433: 430: 426: 422: 413: 412:Lake Richmond 408: 404: 402: 395:Well drilling 394: 389: 387: 384: 376: 374: 370: 363: 361: 359: 355: 351: 342: 340: 333: 331: 327: 323: 321: 317: 313: 305: 303: 300: 294: 292: 288: 284: 275: 273: 271: 270:heterogeneous 267: 263: 259: 255: 250: 248: 244: 240: 236: 232: 224: 222: 220: 216: 212: 206: 204: 200: 196: 186: 179: 177: 174: 165: 161: 156: 152: 150: 146: 142: 138: 137: 128: 123: 118: 114: 111: 105: 98: 93: 87: 83: 80: 76: 75:point sources 71: 69: 65: 62: 58: 54: 50: 49:immiscibility 46: 43: 40: 36: 32: 19: 900:Hydrogeology 867:, retrieved 845: 795:11563/160106 775: 771: 742: 735: 724:, retrieved 710: 652:, retrieved 630: 597:. Retrieved 593: 544:bioavailable 536: 516:air sparging 513: 490: 478: 474: 463: 454: 445: 436: 432:permittivity 417: 398: 380: 371: 367: 350:permeability 346: 337: 328: 324: 312:porous media 309: 299:solubilizing 295: 279: 258:permeability 251: 228: 214: 210: 207: 191: 173:infiltration 169: 134: 132: 106: 102: 72: 45:contaminants 34: 30: 29: 654:13 November 442:Surfactants 266:wettability 247:water table 79:septic tank 61:chlorinated 884:Categories 869:9 November 778:: 100296. 726:28 October 599:28 October 550:References 429:electrical 423:, such as 291:volatility 287:solubility 211:infiltrate 145:Love Canal 139:report of 68:pesticides 804:2666-7657 509:emulsions 497:anaerobic 358:boreholes 354:reservoir 283:viscosity 215:percolate 160:Superfund 149:Superfund 57:coal tars 505:alcohols 320:vaporize 316:membrane 219:porosity 203:aquifers 64:solvents 532:toluene 528:ammonia 524:propane 520:methane 501:lactate 493:aerobic 231:density 158:Map of 94:History 39:organic 860:  802:  717:  645:  481:matrix 289:, and 254:models 66:, and 42:liquid 37:, are 530:, or 143:near 35:NAPLs 33:, or 871:2023 858:ISBN 800:ISSN 728:2023 715:ISBN 656:2023 643:ISBN 601:2023 241:and 18:NAPL 850:doi 790:hdl 780:doi 635:doi 886:: 856:, 844:, 812:^ 798:. 788:. 774:. 770:. 752:^ 709:, 663:^ 641:, 629:, 609:^ 592:. 558:^ 526:, 522:, 511:. 503:, 495:, 434:. 285:, 264:, 205:. 59:, 55:, 852:: 806:. 792:: 782:: 776:9 637:: 603:. 20:)

Index

NAPL
organic
liquid
contaminants
immiscibility
petroleum products
coal tars
chlorinated
solvents
pesticides
point sources
septic tank

gas chromatography

liquid chromatography
Niagara Falls Gazette
soil contamination
Love Canal
Superfund

Superfund
United States EPA
infiltration

unsaturated (vadose) zone
saturated (phreatic) zone
aquifers
porosity
density

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