Recharge and Surface Water Sample Clauses

Recharge and Surface Water. It is extremely important that recharge and surface water-groundwater interaction be modeled in a realistic manner appropriate for historical and future predictive conditions. Constant head cells in recharge zones will not be accepted as an appropriate final method of simulating recharge. The project manager must obtain written permission from the Groundwater Availability Modeling section manager to use a package other than the MODFLOW Recharge package to simulate recharge in the groundwater availability model. The chosen method shall provide recharge for local as well as regional flowpaths and allow for local discharge. The method chosen for simulating recharge must include the concept and effect of rejected recharge as discussed in section 3.1.6. A recharge method that includes rejected recharge will allow the effective recharge (or flow) to the confined aquifer to increase as water levels decline. Some MODFLOW-2005 or later version packages to consider, depending on scale and flow conditions, may include:  Recharge Package,  Evapotranspiration Package,  Evapotranspiration Segments Package,  Riparian Evapotranspiration Package,  River Package,  Stream Package,  Streamflow-Routing Package,  Drain Package,  Drain Return Package, and  Reservoir Package. This is extremely important for realistically modeling the effects of withdrawals on water levels in aquifers. Project managers must consider that recharge rates may have changed over time owing to changes in land use and irrigation return flow. All-important rivers, streams, springs, and reservoirs shall be included in the model and considered realistically, using the appropriate MODFLOW package (for example, the streamflow-routing or river package for rivers and streams and the drain package for springs,). Project managers may use the River or Drain package for rivers and streams if they can demonstrate to TWDB Groundwater Availability Modeling staff that model predictions will not be affected. Similar to recharge (see Section 3.1.6), it is extremely important that rivers and streams are simulated realistically if water levels in the aquifer fall below the base of these rivers or streams (for example, they produce realistic downward fluxes of water).
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