Test Pumping Playbook

Description

Groundwater bore test pumping hydraulic analysis
Nathan Littlewood
Flowchart by Nathan Littlewood, updated more than 1 year ago
Nathan Littlewood
Created by Nathan Littlewood about 4 years ago
1
0

Resource summary

Flowchart nodes

  • Collate field notes
  • Cleanse data and apply corrections (baro, temp)
  • Graph: elapsed time, displacement, flow rate, activity
  • Plot hydrograph and annotate
  • Establish likely conceptual flow model
  • Download and view logger data
  • Obtain all required bore and aquifer input data
  • Check units and conversions
  • Review published T & S
  • Set up file for analytic model
  • Use software wizard and review tutorials
  • Plot data and perform Diagnotics
  • Check derivative curve catalog
  • Review log-log and semi-log 
  • Flat derivative indicates IARF and validity of C-J straight line
  • Does flow model fit with geology?
  • Choose appropriate solution
  • Compare with other solutions and expected values
  • Perform sensitivity analysis on T & S, Kv/Kh
  • Are analysis assumptions valid?
  • Use C-J semi-log straight line on late-time data when IARF
  • Check Aqtesolve course notes
  • Check for d-d curve inflections
  • Residual d-d late time is near graph origin (reverse plot)
  • Logan (confined) T=1.22.Qmax/smax
  • Logan (unconfined) T=2.43.Qmax.bsat/(smax.(2b-s))
  • Unconfined aquifer S=Sy (0.1-0.3)
  • Specific Capacity=Q/s (m3/d/m)
  • Skin Factor Sw= Aquifer Loss: BQ  Well Loss: CQ
  • Batu-Driscoll (unconfined) T=1.042(Qmax/smax)
  • Batu-Driscoll (confined)  T=1.385(Qmax/smax)
  • Screen over water table: Semilog plot inflection. Fit later data
  • Early straight line unit slope of both plots on log/log = well bore storage dominant
  • If derivative does not plateau then don't use straight-line analysis
  • Early Data: bore storage Mid Data: flow model ID Late Data: boundaries
  • Model-building procedure: 1.data mgt 2.diagnostics 3.model selection 4.curve matching 5.statistical analysis
  • Derivative smoothing
  • Deviation from unit slope as more water comes from aquifer
  • log-log derivative drops to zero if leaky aquifer or constant head boundary
  • The tail of derivative curve can be unreliable
  • C-J gives best results for single well tests as removes skin effect
  • Single well S biased by skin. Very low S = redevelop bore!
  • Partial penetration gives similar curve to skin
  • Theis recovery residual d-d method: t/t' intercept close to 1 = infinite aquifer. <1=no flow boundary. >1=recharge boundary
  • Recovery methods:  Argawal time Theis curve match Argawal C-J plateau late time match Pap-Coop match d-d & recovery data Residual d-d Theis late time thru origin
  • Perform approximation calculations
  • Compare multiple values of T&S
Show full summary Hide full summary

Similar

Drama Works IB English
miss.bakare
STATES OF MATTER
iamawesomelyepic
Important Spanish Verbs
madiywarner
Present Simple vs. Present Continuous
Marek Mazur
B1 Revision
OmaimaE
AQA A2 Biology Unit 5 Chapter 11: Muscle Contraction
Charlotte Lloyd
GCSE ICT Edexcel Flashcards
Sarah Bramley-Dymond
Weimar Republic - Problems facing it from 1918 - 1923
Kiya Bhayani
GCSE revision (Sustainability)
T Andrews
Mapa Mental Planificación estratégica
Verny Fernandez
EPISTEMOLOGÍA
Dayanna Fonseca