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Saturation groundwater flow

Hntzler, N.J., Crittenden. J.C., and Gierke. J.S. Transport of organic compounds with saturated groundwater flow experimental resnlts. WaterResourc. Res., 22(3) 285-295,1986. [Pg.1672]

The software is completely in ANSI-C. Dynamic memory allocation and pointer technique are particularly important for the utilization of automatic grid adaptation and the coupling of different FE kernels. The code consists of several FE kernels, which assemble the matrix equations for the specific partial differential equations of a physico-chemical problem, e.g. saturated groundwater flow, gas flow, multiphase flow, tracer transport and reactive transport. These FE kernels may be connected to each other via internal interfaces (so-called models) and with the common libraries to simu-... [Pg.100]

Fig. 8-7 Three principal ratios control the style of runoff generation prevalent in a landscape (1) ratio of rainfall intensity to the infiltration capacity of the soil (2) ratio of bedrock conductivity to soil conductivity and (3) the topographic index defined by the ratio of the upslope drainage area to the ground slope. HOF = Horton overland flow SOF = saturation overland flow SSS = subsurface stormflow GWR = groundwater flow. Fig. 8-7 Three principal ratios control the style of runoff generation prevalent in a landscape (1) ratio of rainfall intensity to the infiltration capacity of the soil (2) ratio of bedrock conductivity to soil conductivity and (3) the topographic index defined by the ratio of the upslope drainage area to the ground slope. HOF = Horton overland flow SOF = saturation overland flow SSS = subsurface stormflow GWR = groundwater flow.
Narasimhan, T.N. (1975). A unified numerical model for saturated-unsaturated groundwater flow. Thesis. University of California, Berkeley, Berkeley, CA. [Pg.63]

Even where it is not occluded, the mineral surface may not be reactive. In the va-dose zone, the surface may not be fully in contact with water or may contact water only intermittently. In the saturated zone, a mineral may touch virtually immobile water within isolated portions of the sediment s pore structure. Fluid chemistry in such microenvironments may bear little relationship to the bulk chemistry of the pore water. Since groundwater flow tends to be channeled through the most permeable portions of the subsurface, furthermore, fluids may bypass many or most of the mineral grains in a sediment or rock. The latter phenomenon is especially pronounced in fractured rocks, where only the mineral surfaces lining the fracture may be reactive. [Pg.237]

The vendor claims that these systems may be used in soils with a wide range of porosity values and can be installed at depths from 2 to 100 m below ground surface. The IronNet and Iron Curtain are only able to treat contaminants in the saturated zone. The Iron Curtain requires that there is a natural groundwater gradient and that groundwater flows horizontally at the site. Both technologies are currently commercially available from FOREMOST Solutions, Inc. [Pg.595]

The two-dimensional transient transport of the solute originating from the dissolution of a PCE pool in saturated, homogeneous porous media under uniform interstitial groundwater flow and in the presence of dissolved humic substances is governed by [57]... [Pg.113]

In the saturated zone the chloride concentration stays constant unless mixing of different water types occurs. A chloride concentration that decreases along a suggested groundwater flow direction indicates the suggested flow path model is not valid, as there is no process that can reduce... [Pg.61]

Figure 7 Calcite saturation indices plotted along the direction of groundwater flow in the Black Creek aquifer (source McMahon and Chapelle, 1991b). Figure 7 Calcite saturation indices plotted along the direction of groundwater flow in the Black Creek aquifer (source McMahon and Chapelle, 1991b).
When the amount of product released is large relative to the volume of available soil, the downward migration of bulk product ceases as water-saturated pore spaces are encountered. If the density of the bulk product is less than that of water, the product tends to "float" along the interface between the water saturated and unsaturated zones and spread horizontally in a pancake-like layer, usually in the direction of groundwater flow. Almost all motor and heating oils are less dense than water (Knox 1993 Mackay 1988) and are referred to as LNAPLs. [Pg.89]

At high-groundwater flow rates (kf k+), these expressions reduce to C = k CJkf, and R = k+Q, so that a maximum solution rate is reached, independent of flow rate. At the opposite extreme of slow groundwater flow kf 0), C = C, and R = kfC,. Saturation is attained and the rate of dissolution is controlled by the groundwater flow rate. In other words, at high flow the dissolution rate is surface-reaction controlled. The slower process is rate limiting. [Pg.64]

Although water resource issues seemingly concern the movement of water only (flow problems versus transport problems), the chemical constituents in groundwater and their movement may actually help to delineate the flow system that hydraulic data alone fail to reveal. An important limitation for numerical modeling of groundwater flow in the saturated zone is the limited availability of hydraulic parameters and the... [Pg.13]


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Groundwater flow

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