Wellbore Genius

Design

Multi-sector lateral modeling

A 10,000 ft lateral rarely sees one rock column. Split it into sectors, attach the stress, elastic, permeability and clay column each sector actually logged, and override the completion design where the rock demands it. Every resolved value is labelled sector override or inherited so a reviewer can tell a measured pick from a default. Seed sector stress from a real test in the calibration hub.

Lateral & baseline column

Well

Heel MD [ft]

Toe MD [ft]

Whole-well baseline (every sector inherits these unless overridden)

Shmin [psi]

Young's modulus [MMpsi]

Poisson's ratio

Toughness [psi·in^0.5]

Matrix perm [nD]

Clay fraction [v/v]

Clusters / stage

Stage length [ft]

Rate [bpm]

Proppant loading [lb/ft]

Fluid volume [bbl/ft]

9500–12833.33 ft

Start MD [ft]

End MD [ft]

Shmin [psi]

sector override

Young's modulus [MMpsi]

inherited

Poisson's ratio

inherited

Toughness [psi·in^0.5]

inherited

Matrix perm [nD]

inherited

Clay fraction [v/v]

sector override

Clusters / stage

inherited

Stage length [ft]

inherited

Rate [bpm]

inherited

Proppant loading [lb/ft]

inherited

Fluid volume [bbl/ft]

inherited

Basis

12833.33–16166.67 ft

Under-stimulation risk

Start MD [ft]

End MD [ft]

Shmin [psi]

sector override

Young's modulus [MMpsi]

inherited

Poisson's ratio

inherited

Toughness [psi·in^0.5]

inherited

Matrix perm [nD]

inherited

Clay fraction [v/v]

sector override

Clusters / stage

inherited

Stage length [ft]

inherited

Rate [bpm]

inherited

Proppant loading [lb/ft]

inherited

Fluid volume [bbl/ft]

inherited

Basis

16166.67–19500 ft

Under-stimulation risk

Start MD [ft]

End MD [ft]

Shmin [psi]

sector override

Young's modulus [MMpsi]

inherited

Poisson's ratio

inherited

Toughness [psi·in^0.5]

inherited

Matrix perm [nD]

inherited

Clay fraction [v/v]

sector override

Clusters / stage

inherited

Stage length [ft]

inherited

Rate [bpm]

inherited

Proppant loading [lb/ft]

inherited

Fluid volume [bbl/ft]

inherited

Basis

Resolved stage plan

50 stages (toe → heel)

Shmin spread 710 psi

Stage plan resolved against the sector rock and design columns
Stage	Interval [ft]	Sector	Shmin [psi]	Clusters	Rate [bpm]	Proppant [lb/ft]
1	19300–19500	Toe — tighter, stiffer	7760	6	85	2200
2	19100–19300	Toe — tighter, stiffer	7760	6	85	2200
3	18900–19100	Toe — tighter, stiffer	7760	6	85	2200
4	18700–18900	Toe — tighter, stiffer	7760	6	85	2200
5	18500–18700	Toe — tighter, stiffer	7760	6	85	2200
6	18300–18500	Toe — tighter, stiffer	7760	6	85	2200
7	18100–18300	Toe — tighter, stiffer	7760	6	85	2200
8	17900–18100	Toe — tighter, stiffer	7760	6	85	2200
9	17700–17900	Toe — tighter, stiffer	7760	6	85	2200
10	17500–17700	Toe — tighter, stiffer	7760	6	85	2200
11	17300–17500	Toe — tighter, stiffer	7760	6	85	2200
12	17100–17300	Toe — tighter, stiffer	7760	6	85	2200
13	16900–17100	Toe — tighter, stiffer	7760	6	85	2200
14	16700–16900	Toe — tighter, stiffer	7760	6	85	2200
15	16500–16700	Toe — tighter, stiffer	7760	6	85	2200
16	16300–16500	Toe — tighter, stiffer	7760	6	85	2200
17	16100–16300	Toe — tighter, stiffer	7760	6	85	2200
18	15900–16100	Mid — clay-rich drape	7480	6	85	2200
19	15700–15900	Mid — clay-rich drape	7480	6	85	2200
20	15500–15700	Mid — clay-rich drape	7480	6	85	2200
21	15300–15500	Mid — clay-rich drape	7480	6	85	2200
22	15100–15300	Mid — clay-rich drape	7480	6	85	2200
23	14900–15100	Mid — clay-rich drape	7480	6	85	2200
24	14700–14900	Mid — clay-rich drape	7480	6	85	2200
25	14500–14700	Mid — clay-rich drape	7480	6	85	2200
26	14300–14500	Mid — clay-rich drape	7480	6	85	2200
27	14100–14300	Mid — clay-rich drape	7480	6	85	2200
28	13900–14100	Mid — clay-rich drape	7480	6	85	2200
29	13700–13900	Mid — clay-rich drape	7480	6	85	2200
30	13500–13700	Mid — clay-rich drape	7480	6	85	2200
31	13300–13500	Mid — clay-rich drape	7480	6	85	2200
32	13100–13300	Mid — clay-rich drape	7480	6	85	2200
33	12900–13100	Mid — clay-rich drape	7480	6	85	2200
34	12700–12900	Heel — upper bench	7050	6	85	2200
35	12500–12700	Heel — upper bench	7050	6	85	2200
36	12300–12500	Heel — upper bench	7050	6	85	2200
37	12100–12300	Heel — upper bench	7050	6	85	2200
38	11900–12100	Heel — upper bench	7050	6	85	2200
39	11700–11900	Heel — upper bench	7050	6	85	2200
40	11500–11700	Heel — upper bench	7050	6	85	2200
41	11300–11500	Heel — upper bench	7050	6	85	2200
42	11100–11300	Heel — upper bench	7050	6	85	2200
43	10900–11100	Heel — upper bench	7050	6	85	2200
44	10700–10900	Heel — upper bench	7050	6	85	2200
45	10500–10700	Heel — upper bench	7050	6	85	2200
46	10300–10500	Heel — upper bench	7050	6	85	2200
47	10100–10300	Heel — upper bench	7050	6	85	2200
48	9900–10100	Heel — upper bench	7050	6	85	2200
49	9700–9900	Heel — upper bench	7050	6	85	2200
50	9500–9700	Heel — upper bench	7050	6	85	2200

Coupled sector solve

50 stages

Each sector solves its own PKN/KGD problem. How much the sectors see of each other is your choice, not a label — pick a run mode below and the shared limits are applied (or removed) in the solve itself.

Run mode

Shared depletion stress plus one surface-pressure / HHP budget across the lateral.

Max surface pressure [psi]

Available HHP [hhp]

Offset depletion [psi]

Contained height [ft]

TVD [ft]

Slurry viscosity [cP]

Full lateral view

50 stages · 10,000 ft

bar height = x_f · colour = propped density · hatch = rate-derated

Hover a stage to read its geometry, achieved rate and limiter.

Per-sector coupled solve results, heel to toe
Sector	Stages	x_f [ft]	w_avg [in]	p_net [psi]	Efficiency	Propped area/ft [ft²]	Cost/ft [$]	Limiter
Heel — upper bench9500–12833.33 ft	17	10019.7	0.044	98.4	95.0%	10792.4(99%)	388.41	none
Mid — clay-rich drape12833.33–16166.67 ft	16	10868	0.046	114	95.0%	9953.3(92%)	365.56	none
Toe — tighter, stiffer16166.67–19500 ft	17	9797.7	0.044	94.5	95.0%	10853.1(100%)	388.41	none

Avg half-length

10215.7 ft

+10.0 ft vs uniform

Avg efficiency

95.0%

0.0 pts vs uniform

Cost

$3,807,950

0 vs uniform

Pump time

107.84 hr

0.00 hr vs uniform