MCP For Claude Marketplace
Aquifer Influx Model

Aquifer Influx Model MCP Connector for Claude

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Simulates water influx from aquifers into reservoirs using advanced hydraulic models.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
More Details Connect to Claude

This MCP server provides specialized tools for reservoir engineering to model how water from an adjacent aquifer enters a reservoir. It supports both edge-water and bottom-water drive mechanisms using the van Everdingen-Hurst and Fetkovich mathematical models. Use get_influx_rate to find instantaneous flow, get_cumulative_influx for total volume, get_pressure_support_analysis to evaluate pressure maintenance, and compare_drive_mechanisms to evaluate different aquifer configurations.

reservoir-engineeringaquiferhydraulicspetroleumfluid-dynamics

4 tools expose this connector's capabilities to your AI agent.

compare_drive_mechanisms

Compares the influx performance between edge-water and bottom-water configurations

get_cumulative_influx

Determines the total volume of water that has moved into the reservoir over a period

get_influx_rate

Calculates the instantaneous rate of water entering the reservoir at a specific time

get_pressure_support_analysis

Evaluates how effectively the aquifer is maintaining reservoir pressure

See how to talk to your AI agent using Aquifer Influx Model.

What is the instantaneous water influx rate for an aquifer with size 500, permeability 150, pressure differential 200, time 10, using edge-water drive and the fetkovich model?

The instantaneous water influx rate is 45.2 cubic meters per day with a pressure support ratio of 0.12.

Calculate the total volume of water that has entered the reservoir after 50 units of time using the van-everdingen-hurst model with an aquifer size of 1000, permeability 200, pressure differential 300, and bottom-water drive.

The total cumulative influx is 1250.5 cubic meters, with an average rate of 25.01 cubic meters per unit of time.

How effective is the pressure support for an aquifer with size 800, permeability 100, pressure differential 150, time 20, using edge-water drive and the fetkovich model?

The pressure support effectiveness is 0.65, with an estimated pressure drop of 12.4 units.

The server supports the van-everdingen-hurst and fetkovich models for calculating influx dynamics.

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