LIVEdataset aec-bench@releasetasks 552models 18disciplines 5last submission … · built …

groundwith-tool

Buried Pipeline Groundwater Uplift Package

Calculates source-bound buried pipeline groundwater metrics from a deterministic SSC-11 task-owned source pack. The template combines buoyant uplift, pipe and contents weight, soil overburden, bedding resistance, exit gradient, pressure-class margin, and an overall synthetic pass score.

with-tool: The model is given an executable Python calculator script.

Standards

Buried pipeline flotation checks Pipeline pressure class coordination Seepage exit-gradient checks Trench bedding workflows

Tags

deterministic ground groundwater pipeline seepage uplift

How this task is generated

One template produces many comparable benchmark tasks while keeping the scoring contract fixed.

01
Template
The reusable contract shown on this page.
02
Scenario
An archetype and site context are sampled.
03
Difficulty tier
Inputs may be hidden at harder tiers.
04
Task prompt
The model responds with the declared outputs.

Parameters

Inputs the model receives, and the outputs it is scored on.

Inputs

15 inputs

Always given

Included directly in every task prompt.

15

Show 15 inputs

Pipe outer diameter
pipe_outer_diameter_m
PROFILE-SSC11-005 pipe outer diameter
1.2 m
Pipe wall thickness
pipe_wall_thickness_m
PROFILE-SSC11-005 pipe wall thickness
0.08001447899386938 m
Pipe unit weight
pipe_unit_weight_kn_m3
PRESS-SSC11-005 pipe material unit weight
23.997100938125133 kN/m3
Water unit weight
water_unit_weight_kn_m3
GEO-SSC11-005 water unit weight
9.81 kN/m3
Soil unit weight
soil_unit_weight_kn_m3
GEO-SSC11-005 soil unit weight
18 kN/m3
Soil cover
soil_cover_m
PROFILE-SSC11-005 cover above pipe
1.8 m
Trench width
trench_width_m
BED-SSC11-005 trench width tributary to uplift resistance
1.1 m
Bedding resistance
bedding_resistance_kn_m
BED-SSC11-005 bedding resistance
8 kN/m
Groundwater head difference
groundwater_head_difference_m
GEO-SSC11-005 groundwater head difference
0.81 m
Seepage path length
seepage_path_length_m
GEO-SSC11-005 seepage path length
5 m
Critical exit gradient
critical_exit_gradient
GEO-SSC11-005 critical exit gradient
0.921294
Required uplift factor of safety
required_uplift_factor_of_safety
MEMO-SSC11-005 required uplift factor of safety
1.2
Required exit gradient factor of safety
required_exit_gradient_factor_of_safety
MEMO-SSC11-005 required exit-gradient factor of safety
3
Operating pressure
operating_pressure_kpa
PRESS-SSC11-005 operating pressure
650 kPa
Pipe pressure class
pipe_pressure_class_kpa
PRESS-SSC11-005 pipe pressure class
900 kPa

Scored outputs

10 outputs

Buoyant uplift kn

buoyant_uplift_kn_m

Buoyant uplift per metre

Scores if within ±3% of the reference value.

Pipe self weight kn

pipe_self_weight_kn_m

Pipe self-weight per metre

Scores if within ±3% of the reference value.

Contents weight kn

contents_weight_kn_m

Pipe contents weight per metre

Scores if within ±3% of the reference value.

Soil overburden kn

soil_overburden_kn_m

Soil overburden resistance per metre

Scores if within ±3% of the reference value.

Downward resistance kn

downward_resistance_kn_m

Total downward resistance per metre

Scores if within ±3% of the reference value.

Uplift factor of safety

uplift_factor_of_safety

Downward resistance divided by buoyant uplift

Scores if within ±3% of the reference value.

Exit gradient

exit_gradient

Groundwater head difference divided by seepage path length

Scores if within ±3% of the reference value.

Exit gradient factor of safety

exit_gradient_factor_of_safety

Critical exit gradient divided by exit gradient

Scores if within ±3% of the reference value.

Pressure class margin

pressure_class_margin_kpa

Pipe pressure class minus operating pressure

Scores if within ±3% of the reference value.

Overall pass score

overall_pass_score

Pass score for the task-owned uplift, seepage, and pressure checks

Scores if within ±3% of the reference value.

Difficulty

Each template is sampled at three tiers. Harder tiers may hide inputs, forcing the model to infer them from the scenario description.

All inputs remain visible at every tier

For this template, difficulty scales through parameter and scenario ranges rather than hidden information.

easy:: All source-pack values given for the SSC-11 buried pipeline package
medium:: All source-pack values given for the SSC-11 buried pipeline package
hard:: All source-pack values given for the SSC-11 buried pipeline package

Task bundle

The exact instruction and parameter contract used to generate this task, pinned to the published library source.

/workspace

instruction.md
buried-pipeline-groundwater-uplift-package_calc.py

Teal lines show Jinja input conditions, not task visibility policy. A line renders only when that input or tool is visible.

1You are a ground and pipeline engineer checking a task-owned synthetic SSC-11 buried pipeline groundwater and uplift package.2 3Use only the task-owned synthetic source pack values shown below for numeric grading. Buried pipeline flotation checks, seepage exit-gradient checks, pressure class coordination, and trench bedding workflows shape the workflow context only; they are not extra data sources for this instance.4 5## Scene6 7- Product family: `SSC-11-LH-05`8- Pipeline profile: `PROFILE-SSC11-005`9- Geotechnical note: `GEO-SSC11-005`10- Pressure class note: `PRESS-SSC11-005`11- Bedding detail: `BED-SSC11-005`12- Coordination memo: `MEMO-SSC11-005`13 14## Source Values15 16| Item | Value |17|------|-------|18| Pipe outer diameter | {{ pipe_outer_diameter_m }} m |19| Pipe wall thickness | {{ pipe_wall_thickness_m }} m |20| Pipe unit weight | {{ pipe_unit_weight_kn_m3 }} kN/m3 |21| Water unit weight | {{ water_unit_weight_kn_m3 }} kN/m3 |22| Soil unit weight | {{ soil_unit_weight_kn_m3 }} kN/m3 |23| Soil cover | {{ soil_cover_m }} m |24| Trench width | {{ trench_width_m }} m |25| Bedding resistance | {{ bedding_resistance_kn_m }} kN/m |26| Groundwater head difference | {{ groundwater_head_difference_m }} m |27| Seepage path length | {{ seepage_path_length_m }} m |28| Critical exit gradient | {{ critical_exit_gradient }} |29| Required uplift factor of safety | {{ required_uplift_factor_of_safety }} |30| Required exit-gradient factor of safety | {{ required_exit_gradient_factor_of_safety }} |31| Operating pressure | {{ operating_pressure_kpa }} kPa |32| Pipe pressure class | {{ pipe_pressure_class_kpa }} kPa |33 34## Checks35 36- Buoyant uplift equals water unit weight times pipe outside displaced area.37- Pipe self-weight equals pipe unit weight times pipe annulus area.38- Contents weight equals water unit weight times pipe internal area.39- Soil overburden equals soil unit weight times cover times trench width.40- Downward resistance equals pipe self-weight, contents weight, soil overburden, and bedding resistance.41- Exit gradient equals groundwater head difference divided by seepage path length.42- Overall pass score is `1.0` only when uplift, exit-gradient, and pressure-class margins pass; otherwise it is `0.0`.43 44## Output Format45 46Write a compact memo to `/workspace/output.md`. Include a source-boundary statement that this is a task-owned synthetic source pack. Preserve the object IDs above and state whether the baseline source pack passes the current docs-only checks.47 48Do not claim authority approval, accepted project evidence, software export validity, full standards compliance, executable real source-pack parsing, generated benchmark readiness, or benchmark readiness.49 50Include a fenced JSON block with exactly these numeric keys:51 52```json53{54  "buoyant_uplift_kn_m": <numeric_value>,55  "pipe_self_weight_kn_m": <numeric_value>,56  "contents_weight_kn_m": <numeric_value>,57  "soil_overburden_kn_m": <numeric_value>,58  "downward_resistance_kn_m": <numeric_value>,59  "uplift_factor_of_safety": <numeric_value>,60  "exit_gradient": <numeric_value>,61  "exit_gradient_factor_of_safety": <numeric_value>,62  "pressure_class_margin_kpa": <numeric_value>,63  "overall_pass_score": <numeric_value>64}65```66

Scenario archetypes

Each generated task is drawn from one of these realistic scenario bands.

Site contexts ground each scenario in a real locale the model can use to infer hidden values.

Ssc11 buried pipeline uplift case

ssc11_buried_pipeline_uplift_case

Buried pipeline groundwater uplift case

buried-pipelinegroundwater-uplift-check

Parameter ranges

pipe_outer_diameter_m: 1.2
pipe_wall_thickness_m: 0.08001447899386938
pipe_unit_weight_kn_m3: 23.997100938125133
water_unit_weight_kn_m3: 9.81
soil_unit_weight_kn_m3: 18
soil_cover_m: 1.8
trench_width_m: 1.1
bedding_resistance_kn_m: 8
groundwater_head_difference_m: 0.81
seepage_path_length_m: 5
critical_exit_gradient: 0.921294
required_uplift_factor_of_safety: 1.2
required_exit_gradient_factor_of_safety: 3
operating_pressure_kpa: 650
pipe_pressure_class_kpa: 900

Example task

buried-pipeline-ssc11-buried-pipeline-uplift-case-preview — hard difficulty, all inputs given.

Buried pipeline groundwater uplift case. buried-pipeline. Required outputs: buoyant_uplift_kn_m, pipe_self_weight_kn_m, contents_weight_kn_m, soil_overburden_kn_m, downward_resistance_kn_m, uplift_factor_of_safety

The model sees

Scenario context and visible inputs.

pipe_outer_diameter_m: 1.2 to 1.2 m
pipe_wall_thickness_m: 0.0800145 to 0.0800145 m
pipe_unit_weight_kn_m3: 23.9971 to 23.9971 kN/m3
water_unit_weight_kn_m3: 9.81 to 9.81 kN/m3
soil_unit_weight_kn_m3: 18 to 18 kN/m3
soil_cover_m: 1.8 to 1.8 m
trench_width_m: 1.1 to 1.1 m
bedding_resistance_kn_m: 8 to 8 kN/m
groundwater_head_difference_m: 0.81 to 0.81 m
seepage_path_length_m: 5 to 5 m
critical_exit_gradient: 0.921294 to 0.921294
required_uplift_factor_of_safety: 1.2 to 1.2
required_exit_gradient_factor_of_safety: 3 to 3
operating_pressure_kpa: 650 to 650 kPa
pipe_pressure_class_kpa: 900 to 900 kPa

Executable tool: buried-pipeline-groundwater-uplift-package_calc.py

The model must infer

Inputs withheld at this difficulty.

Nothing. All inputs are supplied.

The model must produce

The scored JSON answer schema.

{
  "buoyant_uplift_kn_m": <number>,
  "pipe_self_weight_kn_m": <number>,
  "contents_weight_kn_m": <number>,
  "soil_overburden_kn_m": <number>,
  "downward_resistance_kn_m": <number>,
  "uplift_factor_of_safety": <number>,
  "exit_gradient": <number>,
  "exit_gradient_factor_of_safety": <number>,
  "pressure_class_margin_kpa": <number>,
  "overall_pass_score": <number>
}

buoyant_uplift_kn_m · scored within ±3%
pipe_self_weight_kn_m · scored within ±3%
contents_weight_kn_m · scored within ±3%
soil_overburden_kn_m · scored within ±3%
downward_resistance_kn_m · scored within ±3%
uplift_factor_of_safety · scored within ±3%
exit_gradient · scored within ±3%
exit_gradient_factor_of_safety · scored within ±3%
pressure_class_margin_kpa · scored within ±3%
overall_pass_score · scored within ±3%