Competition between Hardwood Hammocks and Mangroves

A bstract The boundaries between mangroves and freshwater hammocks in coastal ecotones of South Florida are sharp. Further, previous studies indicate that there is a discontinuity in plant predawn water potentials, with woody plants either showing predawn water potentials reflecting exposure to saline water or exposure to freshwater. This abrupt concurrent change in community type and plant water status suggests that there might be feedback dynamics between vegetation and salinity. A model examining the salinity of the aerated zone of soil overlying a saline body of water, known as the vadose layer, as a function of precipitation, evaporation and plant water uptake is presented here. The model predicts that mixtures of saline and freshwater vegetative species represent unstable states. Depending on the initial vegetation composition, subsequent vegetative change will lead either to patches of mangrove coverage having a high salinity vadose zone or to freshwater hammock coverage having a low salinity vadose zone. Complete or nearly complete coverage by either freshwater or saltwater vegetation represents two stable steady-state points. This model can explain many of the previous observations of vegetation patterns in coastal South Florida as well as observations on the dynamics of vegetation shifts caused by sea level rise and climate change.     

On the Importance of Hysteresis in Numerical Modeling of Surfactant-Induced Unsaturated Flow

It is known that surfactants can induce flow in unsaturated porous media due to the dependence of capillary pressure on surface tension. A commonly observed feature in systems with surfactant-induced flow is a transient wetting/drying/wetting sequence associated with the propagation of a surfactant solute front under monotonic flow conditions. Previous efforts to model surfactant-induced flow in relatively complex (e.g., two-dimensional systems) have not successfully incorporated hysteretic moisture retention properties. In this research, hysteretic, two-dimensional simulations of surfactant-induced flow were performed to assess the potential importance of considering hysteresis in such simulations. Hysteretic simulation results were compared to experimental data and to non-hysteretic simulations. The results suggest that the inclusion of hysteresis in numerical simulations can improve the match between simulated and experimental results in systems with surfactant-induced unsaturated flow. Furthermore, the inclusion of hysteresis in numerical simulations played a significant role in predicting the distribution of the contaminant and correct pressure head/moisture condition at the end of the experiment.     

Monte Carlo Vadose Zone Model for Soil Remedial Criteria

Many vadose zone models are available for environmental remediation, but few offer the procedures for verifying model predictions with field data and for dealing with uncertainties associated with model input parameters. This article presents a modified model combining a one-dimensional vadose-zone transport model and a simple groundwater mixing model with a function of Monte Carlo simulation (MCS). The modified model is applied to determine soil remedial concentrations for methyl tertiary butyl ether (MTBE). The modified model generates a distribution of MTBE ground-water concentrations at the point of compliance. This distribution can be used to estimate the risk of exceeding groundwater quality standard given soil remedial concentrations. In a case study, soil remedial concentration for MTBE is established to be 5?µg/kg, with a 95% and 10?µg/kg with a 50% probability that groundwater concentration will not exceed the water quality objective of 13?µg/L. Furthermore, this study uses MCS to investigate uncertainties of model input parameter hydraulic conductivity (K). One set of data (K1) is based on the results of hydraulic conductivity laboratory tests, and the other (K2) is based on the results of slug tests conducted in the field. As expected, the laboratory data show smaller K values than the field data. The comparison of the MCS results obtained from the two sets of K data indicates that the MTBE groundwater concentrations calculated based on K1 are generally 160 to 625% greater than those calculated based on K2 at the same percentiles of the MCS distribution. A higher soil remedial concentration of9jig/kg is then calculated based on the MCS results from K2 at 95%ile and 19?µg/kg at 50%ile.     

Flooding forested groundwater recharge areas modifies microbial communities from top soil to groundwater table

Subsurface microorganisms are crucial for contaminant degradation and maintenance of groundwater quality. This study investigates the microbial biomass and community composition [by phospholipid fatty acids (PLFAs)], as well as physical and chemical soil characteristics at woodland flooding sites of an artificial groundwater recharge system used for drinking water production. Vertical soil profiles to c . 4 m at two watered and one nonwatered site were analyzed. The microbial biomass was equal in watered and nonwatered sites, and considerable fractions (25–42%) were located in 40–340 cm depth. The microbial community structure differed significantly between watered and nonwatered sites, predominantly below 100 cm depth. Proportions of the bacterial PLFAs 16:1ω5, 16:1ω7, cy17:0 and 18:1ω9t, and the long-chained PLFAs 22:1ω9 and 24:1ω9 were more prominent at the watered sites, whereas branched, saturated PLFAs (iso/anteiso) dominated at the nonwatered site. PLFA community indices indicated stress response ( trans / cis ratio), higher nutrient availability (unsaturation index) and changes in membrane fluidity (iso/anteiso ratio) due to flooding. In conclusion, water recharge processes led to nutrient input and altered environmental conditions, which resulted in a highly active and adapted microbial community residing in the vadose zone that effectively degraded organic compounds.     

干旱区包气带土壤水分运移能量关系及驱动力研究评述

包气带土壤能量和水分平衡及其驱动因子是维系地下水-土壤-植物-大气连续体(GSPAC)系统中水分运移发生的关键因素。在降水稀少、水资源短缺的干旱地区,开展包气带土壤水分形态、运移过程与能量的耦合规律研究对揭示区域水资源形成和转化机理具有极其重要的现实意义。文章总结了土壤水分运移理论研究进展,探讨了水分参与水文循环过程及干旱环境下土壤水分可能表现形态及其降雨入渗、再分布、渗漏、蒸发、毛管水上升等过程驱动机制,评述了包气带土壤水分与能量过程在不同空间尺度上生态水分效应。在一个非饱和土壤系统中,水分运移受包气带结构,土壤物理特征,植物根系和土壤生化环境的综合控制,物质和能量平衡改变是驱动水分循环的源动力,而土壤环境变化是导致水分运移形态的发生变化根本原因。因此,在气候变化背景下,研究干旱区土壤与大气界面以及包气带与饱和带界面水、汽、热耦合转化形式与能量驱动过程,能够提升我们对包气带土壤水分运移规律机理的深入理解,丰富对区域气候和水文变化认知。为干旱区生态植被恢复建设和水资源精细化管理提供理论向导。     

Defining TCE Plume Source Areas Using the Membrane Interface Probe (MIP)

A variety of traditional characterization methods, such as soil gas surveys, soil and groundwater sampling, and fixed laboratory analysis, is commonly used to define the magnitude and extent of soil and groundwater contamination in volatile organic compound source areas. One significant limitation of these methods is that they require multi-media sample collection to define the full unsaturated and saturated vertical profile in any given location. In addition, attaining higher resolution by increasing sample frequency increases costs substantially. A relatively new technology, the Membrane Interface Probe (MIP), was used to define trichloroethene plume source areas at F.E. Warren Air Force Base in Cheyenne, Wyoming, and at a confidential security products manufacturer in Tennessee. The MIP offered significant advantages over traditional drilling and direct-push methods and yielded data critical to a fuller understanding of subsurface conditions. The near-continuous MIP profile minimized the number of soil and groundwater samples required to fully delineate the extent of the plume-head source areas. In addition, the MIP is also able to collect data in the vadose and saturated zones, providing detailed vertical contaminant profiling information and geologic conditions based on soil conductivity that aided in the development of the site conceptual model. The MIP was not without its disadvantages; principal among these the relatively high detection limit (approximately 100 ppb in soil and groundwater), making the method useful for source characterization but limited for delineating lower levels of contamination. The data obtained from the MIP are considered screening-level data and need to be supplemented with analytical soil or groundwater data to fully support risk or remediation decisions. In summary, the vertical profiling obtained using the MIP aided in the interpretation of the complex relationship between the presence of gross contamination in soil and groundwater and the geologic conditions controlling contaminant distribution.     

Ferrous Iron Treatment of Soils Contaminated with Arsenic-Containing Wood-Preserving Solution

This article discusses the results of efforts to reclaim As-contaminated soil from a former timber-treating plant. The study site, commonly referred to as the Rocker Timber Framing site, is located along Silver Bow Creek approximately 7 miles west of the Butte Mining District, MT, USA. The plant operations resulted in contamination of the soils with a highly caustic solution containing 5% As (III). Contaminated soil resulted in the groundwater plumes that contained up to 25?mg L^?1 As, with As (V) being the predominant species. The objective of this study was to evaluate the effectiveness of Fe (II) treatment for remediation of As-contaminated soils. Laboratory-treatability studies were conducted on samples of saturated zone (AS1) and va-dose zone (AV1) soils. The AS1 soil was a mixture of coarse alluvium and potentially some mill tailings from adjacent mining operations. The AV1 soil consisted primarily of fill, including soil, construction debris, and timber fragments. Initial concentrations of total As in AS1 and AV1 soils were 683 and 4814?µg kg^?1, respectively. Water-soluble As concentrations were 15.4 and 554?µg L^?1, respectively, in a 20:1 solution to soil extract. Batch equilibration were performed by placing 10?g of soil into 20 vessels and adding increasing amounts of FeSO₄.7H₂O. Amendment increments were made as multiples of molar ratios of total As present in each soil. Treatability studies were run with and without a pH buffer of CaCO₃ (added at a 2:1 molar ratio to the FeSO₄.7H₂O treatment). Solution concentrations of As in the AS1 and AV1 soils (without CaCO₃) decreased from 554 to 15.4?µ L^?1 and 3802 to 0.64?µ L^?1, respectively, as the Fe:As molar ratios increased from 0 to 2, whereas for the AS1 soil the solution As concentration increased at the Fe:As molar ratios >2 and reverse trend was observed for the AV1 soils. The decrease in As solution concentration for the AS1 soil is attributable to the dramatic decrease in soil pH with increasing Fe:As molar ratios. In the case of soils treated with CaCO₃, the solution concentrations decreased from 564 to 0.65?µg L^?1 and 3790 to 0.79?µg L^?1 for the AS1 and AV1 soils, respectively,as the Fe:As molar ratios increased from 0 to 50. Generally, in both the soils, the CaCO₃-treated soil contained significantly more solution As compared with the non-CaCO₃-treated soil at the comparable Fe:As molar ratios. This is attributable to higher solution pH on CaCO₃ treatment. Our rapid engineering study indicates that treating both the soils with Fe:As molar ratio of 2 lowered the As water quality limit to <50?µL^?1, whereas treating the AS1 and AV1 soils with Fe:As molar ratio of 2 and 3, respectively, lowered the As water quality limit to ≤15?µg L^?1. The concentrations of the Cu and Zn were below the instrument detection limits for the AS1 and AV1 soils without CaCO₃ treatment. Sequential extraction of Fe-treated soils illustrated that As was relatively stable. Less than 1% of the As was extractable using a modified TCLP approach and <70% of the As was extractable using a harsh acid modified hydroxylamine hydrochloride extraction.     

Vacuum‐enhanced recovery of water and NAPL: Concept and field test

Many hydrocarbon‐contaminated soils contain nonaqueous phase liquid (NAPL) following releases from facilities such as underground storage tanks and pipelines. The recovery of free product by pumping from extraction wells or trenches is often an essential prerequisite step prior to further remedial actions. Vacuum‐enhanced NAPL recovery (sometimes referred to as dual‐phase extraction or bioslurping) has attracted recent attention because it offers a means to increase NAPL recovery rates compared with conventional methods, and to accomplish dewatering, while also facilitating vapor‐based unsaturated zone cleanup. A conceptual model is presented that recognizes the effects that vacuum‐enhanced recovery has on soil water and NAPL, with a focus on liquid residing at negative gage pressures and therefore lacking sufficient potential energy to flow into a conventional recovery well or trench. The imposition during vacuum‐enhanced recovery of subatmospheric pressures within the subsurface can reduce the required potential energy (i.e., the entry suction), allowing liquid to be extracted that hitherto had not been able to flow into the well; moreover, it induces both pneumatic and hydraulic gradients toward the vacuum source that increase the rate of water and NAPL recovery. This conceptual model was tested during a 3‐week‐long pilot study at a South Carolina industrial site at which diesel fuel had been discovered in a saprolite formation. During Phase 1 of the pilot study, conventional recovery (liquid only) was carried out from a well screened at the water table, while during Phase 2 dual‐phase extraction was performed at the same well. The application of 27 kPa vacuum resulted in an increase in NAPL recovery from negligible (Phase 1) to approximately 6.6 l/d (Phase 2), with a concurrent increase in water recovery from approximately 190 to 760 l/ d. Neutron moisture probe observations revealed that vadose‐zone liquids underwent redistribution toward the extraction well in response to the onset of Phase 2, also in accordance with the conceptual model. An understanding of soil physical relationships is crucial to the successful application of these and other in situ soil remediation technologies.     

Hydrogeologic parameters affecting vadose‐zone microbial distributions

Abstract

The vadose zone and its contaminant‐attenuating processes are physically interposed between surface contamination and groundwater supplies. Given the potential role of microorganisms in mediating vadose‐zone chemical processes, it is vital to understand vadose microbial distributions and factors controlling those distributions. Vadose and shallow saturated zone sediments obtained from cores drilled to approximately 8 m below the surface at two hydrogeologically contrasting sites, named Dalmeny and Washington State University (WSU), were examined for culturable heterotrophic bacteria, total organic carbon (TOC), and sediment texture. Pore‐water elutions were analyzed for dissolved organic carbon, sulfate, and inorganic nitrogen species. Numbers of cultured bacteria (10³‐10⁷ g^?1) generally decreased with depth at both sites. The TOC decreased uniformly with depth at WSU where soil processes are the sole carbon source; at Dalmeny, where both soil and kerogen carbon are present, TOC was higher and relatively constant with depth. Numbers of distinct colony types at Dalmeny did not decline below the solum. Bacteria at Dalmeny were more numerous, exhibited greater numbers of colony types, and were metabolically more flexible than those at WSU. The smooth decline of numbers with depth at WSU paralleled and may be caused by the TOC decline with distance from a solum source. Sediment permeability and pore‐water flux did not control bulk populations as suggested in previous studies; this may be explained by bacterial residence on fracture surfaces in low‐permeability materials. Psychrotolerant organisms did not appear to be as abundant as mean ambient temperatures might suggest.