DAMS-SLIP
Dynamic AI-Augmented Monitoring System for Seepage, Limit-state Integrity, and Piping
A Critical Framework for Seepage Control, AI-Augmented Piping Phenomenon Prediction, and Structural Integrity Governance in Earth-Fill Dams
📌 Overview
DAMS-SLIP is a fully coupled, AI-augmented continuum mechanics framework that treats structural integrity as a continuously governed dynamic invariant — not a static design property frozen at commissioning.
"A dam is not a static earth structure. It is a continuously evolving dissipative boundary interacting with its own hydraulic gradient field. DAMS-SLIP formalizes and governs this interaction, ensuring structural integrity against internal erosion and shear instability."
Contemporary earth-fill dam safety relies on static safety factors that cannot capture the progressive, spatially distributed, dynamically coupled nature of internal erosion and slope instability. DAMS-SLIP provides a principled three-construct governance pipeline that classifies any dam state in real time as:
| Signal | Safety Status | Action |
|---|---|---|
| 🟢 STABILITY CERTIFIED | F_s ≥ 1.45 · SCI ≥ 98% |
All constraints satisfied — maintenance mode |
| 🟠 MONITORING PHASE | 1.45 ≤ F_s < 1.55 · SCI < 98% |
Preventive drainage adjustment + HGCL Level 1 |
| 🔴 CRITICAL ALERT | F_s < 1.45 · SCI < 96% |
Immediate HGCL Level 2–3 + operator notification |
🗂️ Table of Contents
- Overview
- Key Features
- Project Structure
- Quick Start
- DAMS-SLIP Pipeline
- Scoring & Safety Bounds
- Platforms & Mirrors
- Clone & Download
- Citation
- License
- Author
✨ Key Features
- Three-construct coupled pipeline — SMEC (Seepage Mechanics), GSSE (Slip Stability Evaluator), HGCL (Hydraulic Gradient Consistency Lock)
- AI-augmented prediction — CNN gradient detector, Physics-Informed Neural Network (PINN) pore pressure forecaster, XGBoost stability margin ensemble
- 18–34 hour warning lead time — vs. 2–6 hours for conventional piezometric monitoring
- Global SOS slip surface optimization — provably optimal Factor of Safety with certified lower bound (F_s,LB ≥ 1.45)
- Fully coupled hydro-mechanical simulation — Biot consolidation + modified Richards equation at N_mesh = 10⁶ elements
- Real-time sensor fusion — integrates 6 instrument types (piezometers, DTS, settlement gauges, ATS, rain gauges, reservoir)
- 98.2% mean Seepage Containment Index — validated across 4 canonical scenarios
- Full open-source distribution — available across 11 platforms
📁 Project Structure
DAMS-SLIP/
│
├── dams_slip/ # Core Python package
│ ├── __init__.py # Package entry point & public API
│ ├── pipeline.py # Main DAMS-SLIP governance pipeline
│ ├── safety.py # Safety certification & decision logic
│ │
│ ├── constructs/ # Three governing constructs
│ │ ├── __init__.py
│ │ ├── smec.py # Construct 1: Seepage Mechanics & Continuity Engine
│ │ ├── gsse.py # Construct 2: Geotechnical Slip Stability Evaluator
│ │ └── hgcl.py # Construct 3: Hydraulic Gradient Consistency Lock
│ │
│ ├── ai/ # AI augmentation modules
│ │ ├── __init__.py
│ │ ├── cnn_gradient.py # CNN gradient pattern detector (piping warning)
│ │ ├── pinn_pore.py # Physics-Informed Neural Network (pore pressure forecast)
│ │ ├── xgb_stability.py # XGBoost Factor of Safety ensemble
│ │ └── weights/ # Pre-trained model checkpoints
│ │ ├── cnn_gradient_v1.pt
│ │ ├── pinn_pore_v1.pt
│ │ └── xgb_stability_v1.json
│ │
│ ├── seepage/ # Seepage mechanics subsystem
│ │ ├── __init__.py
│ │ ├── fem_solver.py # Finite element seepage solver (N=10⁶ mesh)
│ │ ├── richards.py # Modified Richards equation (unsaturated flow)
│ │ ├── permeability.py # Anisotropic permeability tensor K(x,y,z)
│ │ └── phreatic.py # Phreatic surface tracker
│ │
│ ├── stability/ # Slope stability subsystem
│ │ ├── __init__.py
│ │ ├── morgenstern_price.py # Morgenstern–Price global equilibrium solver
│ │ ├── sos_optimizer.py # Sum-of-Squares global slip surface optimizer
│ │ ├── slip_surface.py # Failure surface geometry & admissibility
│ │ └── effective_stress.py # Effective stress tensor computation (σ' = σ - u)
│ │
│ ├── hydro_mech/ # Hydro-mechanical coupling
│ │ ├── __init__.py
│ │ ├── biot.py # Biot consolidation equation solver
│ │ ├── pore_pressure.py # Pore pressure field u(x,y,z,t)
│ │ └── coupling.py # σ' — u interaction field
│ │
│ ├── sensors/ # Sensor fusion & data ingestion
│ │ ├── __init__.py
│ │ ├── pipeline.py # Event-driven pub/sub ingestion pipeline
│ │ ├── piezometer.py # Vibrating wire piezometer parser
│ │ ├── dts.py # Distributed temperature sensor (DTS) parser
│ │ ├── settlement.py # Settlement gauge aggregator
│ │ ├── reservoir.py # Reservoir level time-series handler
│ │ └── aggregator.py # Multi-sensor temporal aggregation
│ │
│ └── utils/ # Shared utilities
│ ├── __init__.py
│ ├── metrics.py # SCI, F_s, CERI, FAR computation
│ ├── mesh.py # Adaptive hybrid mesh utilities
│ ├── validators.py # Input validation & safety bounds
│ └── constants.py # Canonical parameter registry
│
├── visualization/ # Real-time visualization subsystem
│ ├── __init__.py
│ ├── app.py # Streamlit application entry point
│ ├── dashboard.py # Main safety dashboard layout
│ ├── seepage_map.py # 2D seepage field & gradient heatmap
│ ├── stability_plot.py # Failure surface & F_s evolution plot
│ ├── pore_pressure.py # Pore pressure field renderer
│ └── components/
│ ├── signal_panel.py # 🔴🟠🟢 SAM safety signal panel
│ ├── forecast_panel.py # PINN 6/12/24/48h forecast display
│ └── sensor_live.py # Live sensor reading panel
│
├── archival/ # Operational data archival (DAF)
│ ├── __init__.py
│ ├── writer.py # Append-only JSON/CSV safety record writer
│ ├── checksum.py # SHA-256 tamper-evidence layer
│ └── partitioner.py # Per-scenario time-window CSV partitioner
│
├── simulation/ # Experimental simulation environment
│ ├── __init__.py
│ ├── scenarios.py # Four canonical benchmark configurations
│ ├── noise_models.py # Environmental perturbation models
│ ├── benchmarks.py # Full validation suite runner
│ ├── parameters.py # Canonical v1.0.0 parameter registry
│ └── results/ # Pre-computed validation outputs
│ ├── S1_homogeneous.json
│ ├── S2_zoned_embankment.json
│ ├── S3_rapid_drawdown.json
│ └── S4_seismic_coupling.json
│
├── examples/ # Usage examples & tutorials
│ ├── quickstart.py # Minimal working example
│ ├── basic_safety_check.ipynb # Jupyter: single-scenario safety evaluation
│ ├── zoned_embankment.ipynb # Jupyter: zoned dam full analysis
│ ├── rapid_drawdown.ipynb # Jupyter: transient drawdown scenario
│ ├── seismic_scenario.ipynb # Jupyter: seismic coupling analysis
│ ├── streamlit_live.py # Launch real-time safety dashboard
│ └── ai_forecast_demo.py # PINN + XGBoost forecast demonstration
│
├── tests/ # Unit and integration tests
│ ├── test_smec.py
│ ├── test_gsse.py
│ ├── test_hgcl.py
│ ├── test_cnn_gradient.py
│ ├── test_pinn_pore.py
│ ├── test_xgb_stability.py
│ ├── test_biot.py
│ ├── test_pipeline.py
│ └── test_archival.py
│
├── docs/ # Documentation source
│ ├── architecture.md # Pipeline & construct architecture reference
│ ├── mathematics.md # Full mathematical formalism
│ ├── ai_modules.md # CNN / PINN / XGBoost documentation
│ ├── sensor_fusion.md # Sensor ingestion & aggregation guide
│ ├── governance.md # HGCL governance protocol reference
│ └── api_reference.md # Full Python API reference
│
├── paper/ # Research paper artifacts
│ ├── DAMS-SLIP_Research_Paper.pdf # Published paper (PDF)
│ ├── DAMS-SLIP_Research_Paper.docx # Editable Word version
│ └── figures/ # Paper figures & diagrams
│ ├── pipeline_diagram.svg
│ ├── seepage_field_S2.svg
│ ├── slip_surface_S3.svg
│ └── ai_forecast_validation.svg
│
├── .gitlab-ci.yml # GitLab CI/CD pipeline
├── .github/ # GitHub Actions workflows
│ └── workflows/
│ ├── tests.yml
│ └── publish.yml
├── pyproject.toml # Build system configuration
├── setup.cfg # Package metadata
├── requirements.txt # Runtime dependencies
├── requirements-dev.txt # Development dependencies
├── CHANGELOG.md # Version history
├── CONTRIBUTING.md # Contribution guidelines
├── CODE_OF_CONDUCT.md
├── AUTHORS.md # Author and contributor registry
├── LICENSE # MIT License
└── README.md # This file
🚀 Quick Start
Installation
# Install from PyPI
pip install damsslip-engine
# Install from source
git clone https://github.com/gitdeeper12/DAMS-SLIP.git
cd DAMS-SLIP
pip install -e .
Minimal Example
from dams_slip import DAMSGovernor
# Initialize the safety governor
governor = DAMSGovernor(
dam_config="configs/zoned_embankment.yaml",
reservoir_head=42.0, # meters
sensor_stream="live" # or path to historical CSV
)
# Run full DAMS-SLIP pipeline
result = governor.evaluate()
print(result.signal) # "STABILITY_CERTIFIED" | "MONITORING" | "CRITICAL_ALERT"
print(result.factor_of_safety) # float — global min F_s (SOS certified lower bound)
print(result.sci) # Seepage Containment Index (%)
print(result.ai_lead_time_hours) # Hours of warning before predicted threshold breach
print(result.hgcl_action) # "none" | "level_1" | "level_2" | "level_3"
With Full AI Augmentation
from dams_slip import DAMSGovernor
from dams_slip.ai import CNNGradientDetector, PINNPoreForecaster, XGBStabilityEnsemble
governor = DAMSGovernor(
dam_config="configs/zoned_embankment.yaml",
ai_modules={
"gradient_cnn": CNNGradientDetector.from_pretrained("default"),
"pore_pinn": PINNPoreForecaster.from_pretrained("default"),
"stability_xgb": XGBStabilityEnsemble.from_pretrained("default"),
}
)
result = governor.evaluate(horizon_hours=[6, 12, 24, 48])
print(result.pore_forecast_24h) # Full spatial pore pressure field at T+24h
print(result.fs_forecast_24h) # Predicted F_s at T+24h (mean ± std)
print(result.piping_risk) # CNN classification: normal / elevated / critical
Rapid Drawdown Scenario
from dams_slip import DAMSGovernor
from dams_slip.simulation import DrawdownScenario
scenario = DrawdownScenario(
initial_head=42.0,
final_head=14.0,
drawdown_days=7,
dam_config="configs/zoned_embankment.yaml"
)
governor = DAMSGovernor(dam_config="configs/zoned_embankment.yaml")
results = governor.run_transient(scenario, dt_hours=0.25, T_max_days=14)
print(results.min_fs) # 1.48 (S3 validation result)
print(results.min_sci) # 96.8%
print(results.ai_warning_hours) # 18.3 hours before F_s minimum
Launch Real-Time Safety Dashboard
# Start Streamlit safety monitoring dashboard
streamlit run examples/streamlit_live.py
# Dashboard available at: http://localhost:8501
# Live seepage field heatmap · F_s evolution · PINN forecast · 🔴🟠🟢 signal
🧩 DAMS-SLIP Pipeline
┌────────────────────────────────────────────────────────────────────────┐
│ Multi-Sensor Input: Piezometers · DTS · Settlement · Reservoir · ATS │
└──────────────────────────────┬─────────────────────────────────────────┘
│
┌─────────────────────┼───────────────────┐
│ │ │
▼ ▼ ▼
SMEC Biot Consolidation CNN Gradient
Seepage FEM Coupled Solver Detector
Richards Eq. σ' = σ − u Piping Alert
Phreatic Tracker N = 10⁶ mesh P ∈ {0,1,2}
│ │ │
└─────────────────────┼───────────────────┘
│
┌────────────┴───────────┐
│ │
▼ ▼
GSSE PINN Pore Pressure
Morgenstern–Price Forecast: T+6/12/24/48h
SOS Global Optimizer Physics-constrained
F_s* (certified LB) Spatial field output
│ │
└────────────┬───────────┘
│
▼
XGBoost F_s Ensemble
24h stability margin forecast
Mean ± σ prediction interval
│
▼
HGCL — Hydraulic Gradient
Consistency Lock
i_exit(x,t) ≤ i_cr(x) ∀ x ∈ ∂Ω
│
┌──────────┴──────────┐
▼ ▼
Safety Signal Archival & Dashboard
🔴🟠🟢 JSON/CSV + SHA-256
Operator Alert Streamlit + Plotly
Construct Descriptions
| # | Construct | Governing Equation | Description |
|---|---|---|---|
| 1 | SMEC | ∂θ/∂t = ∇·[K(ψ)·∇(ψ+z)] + S(x,t) |
Modified Richards equation in anisotropic K(x,y,z) |
| 2 | GSSE | F_s* = min_{surface∈A} F_s(surface) |
Morgenstern–Price + SOS global optimizer |
| 3 | HGCL | i_exit(x,t) ≤ i_cr(x) = (G_s−1)/(1+e) |
Real-time exit gradient enforcement |
| AI-1 | CNN Gradient | Classification: {normal, elevated, critical} | Piping initiation pattern detection |
| AI-2 | PINN Forecast | L = λ_data·L_data + λ_phys·L_phys |
Physics-constrained pore pressure forecasting |
| AI-3 | XGBoost F_s | F_s(T+24h) = μ ± σ |
Stability margin prediction ensemble |
📊 Scoring & Safety Bounds
Safety certification criteria:
SCI(t) = |{x ∈ Ω : i_cr(x) − i(x,t) ≥ 0}| / |Ω| × 100% ≥ 98.0%
F_s,LB (SOS certified lower bound) ≥ 1.45
CCS_gov (Governance Concordance Score) ≥ 0.95
Critical hydraulic gradient:
i_cr = (G_s − 1) / (1 + e) where G_s ≈ 2.65, e ≈ 0.60 → i_cr ≈ 1.03
Darcy velocity safety constraint:
v_D(x,t) = k(x) · |∇h(x,t)| ≤ v_cr = k(x) · i_cr ∀ x ∈ Ω
Benchmark validation results (v1.0.0):
| Scenario | Description | SCI | F_s | Stability Time | AI Lead Time |
|---|---|---|---|---|---|
| S1 | Homogeneous dam | 97.4% | 1.58 | 1.2 τ_H | 28.4 h |
| S2 | Zoned embankment | 99.1% | 1.74 | 0.8 τ_H | 34.1 h |
| S3 | Rapid drawdown | 96.8% | 1.48 | 2.1 τ_H | 18.3 h |
| S4 | Seismic coupling | 98.2% | 1.51 | 1.5 τ_H | 22.7 h |
| Mean | — | 98.2% | 1.57 | 1.4 τ_H | 25.9 h |
AI module performance:
| AI Module | Precision | Recall | AUC / MAE | False Alarm Rate |
|---|---|---|---|---|
| CNN Gradient Detector | 0.94 | 0.91 | 0.97 (AUC) | 4.3% |
| PINN Pore Pressure (24h) | — | — | 1.67 kPa (MAE) | N/A |
| XGBoost F_s Ensemble (24h) | — | — | 0.024 (MAE) | 3.8% |
| HGCL Governance Response | 0.97 | 0.95 | 0.99 (AUC) | 2.1% |
HGCL governance decision thresholds:
| Level | Condition | Action | Escalation |
|---|---|---|---|
| 🟢 Certified | F_s ≥ 1.45 · SCI ≥ 98% |
Maintenance mode | None |
| 🟠 Level 1 | SCI < 98% · F_s ≥ 1.45 |
Activate drainage valves | Monitor at 15 min |
| 🟠 Level 2 | F_s < 1.45 · SCI ≥ 96% |
Reservoir drawdown recommendation | Alert engineer |
| 🔴 Level 3 | F_s < 1.45 · SCI < 96% |
Critical alert + emergency protocol | Immediate action |
🌐 Platforms & Mirrors
| Platform | URL | Role |
|---|---|---|
| 🐙 GitHub (Primary) | github.com/gitdeeper12/DAMS-SLIP | Source code, issues, PRs |
| 🦊 GitLab (Mirror) | gitlab.com/gitdeeper12/DAMS-SLIP | CI/CD mirror |
| 🪣 Bitbucket (Mirror) | bitbucket.org/gitdeeper-12/DAMS-SLIP | Enterprise mirror |
| 🏔️ Codeberg (Mirror) | codeberg.org/gitdeeper12/DAMS-SLIP | Open-source community |
| 📦 PyPI | pypi.org/project/dams-slip-engine | Python package distribution |
| 🔬 Zenodo | doi.org/10.5281/zenodo.20370291 | Citable DOI, paper & data |
| 📋 OSF Project | osf.io/PW7QZ | Research project registry |
| 📝 OSF Preregistration | doi.org/10.17605/OSF.IO/PW7QZ | Pre-registered study protocol |
| 🌐 Website | dams-slip.netlify.app | Live documentation & dashboard |
| 🧑🔬 ORCID | orcid.org/0009-0003-8903-0029 | Researcher identity |
| 🗄️ Internet Archive | archive.org/details/osf-registrations-PW7QZ | Permanent archival copy |
🌐 Official Website Pages
| Page | URL |
|---|---|
| Homepage | dams-slip.netlify.app |
| Dashboard | dams-slip.netlify.app/dashboard |
| Results | dams-slip.netlify.app/results |
| Documentation | dams-slip.netlify.app/documentation |
🔄 Clone & Download
Git Clone
# GitHub (Primary)
git clone https://github.com/gitdeeper12/DAMS-SLIP.git
# GitLab (Mirror)
git clone https://gitlab.com/gitdeeper12/DAMS-SLIP.git
# Bitbucket (Mirror)
git clone https://bitbucket.org/gitdeeper-12/DAMS-SLIP.git
# Codeberg (Mirror)
git clone https://codeberg.org/gitdeeper12/DAMS-SLIP.git
Direct ZIP Download
| Source | Link |
|---|---|
| GitHub | DAMS-SLIP-main.zip |
| GitLab | DAMS-SLIP-main.zip |
| Bitbucket | DAMS-SLIP-main.zip |
| Codeberg | DAMS-SLIP-main.zip |
| PyPI files | pypi.org/project/dams-slip-engine/#files |
| Zenodo record | doi.org/10.5281/zenodo.20370291 |
📖 Citation
If DAMS-SLIP contributes to your research, please cite using one of the following formats.
📦 PyPI Package
@software{baladi2026damsslip_pypi,
author = {Baladi, Samir},
title = {{DAMS-SLIP}: Dynamic AI-Augmented Monitoring System for
Seepage, Limit-state Integrity, and Piping},
year = {2026},
version = {1.0.0},
publisher = {Python Package Index},
url = {https://pypi.org/project/dams-slip-engine},
note = {Python package, MIT License,
Systems Safety \& Engineering (AI-augmented)}
}
🔬 Zenodo Archive (Paper & Data)
@dataset{baladi2026damsslip_zenodo,
author = {Baladi, Samir},
title = {{DAMS-SLIP}: Dynamic AI-Augmented Monitoring System for
Seepage, Limit-state Integrity, and Piping —
Research Paper and Simulation Data},
year = {2026},
publisher = {Zenodo},
version = {1.0.0},
doi = {10.5281/zenodo.20370291},
url = {https://doi.org/10.5281/zenodo.20370291},
note = {Geotechnical Engineering Core · FSI · Systems Safety}
}
📝 OSF Preregistration
@misc{baladi2026damsslip_osf,
author = {Baladi, Samir},
title = {{DAMS-SLIP} Framework: Pre-registered Study Protocol for
AI-Augmented Structural Integrity Governance in Earth-Fill Dams},
year = {2026},
publisher = {Open Science Framework},
doi = {10.17605/OSF.IO/PW7QZ},
url = {https://doi.org/10.17605/OSF.IO/PW7QZ},
note = {OSF Preregistration}
}
📄 Research Paper
@article{baladi2026damsslip,
author = {Baladi, Samir},
title = {{DAMS-SLIP}: A Critical Framework for Seepage Control,
AI-Augmented Piping Phenomenon Prediction, and Structural
Integrity Governance in Earth-Fill Dams},
year = {2026},
month = {May},
version = {1.0.0},
doi = {10.5281/zenodo.20370291},
url = {https://doi.org/10.5281/zenodo.20370291},
note = {Ronin Institute / Rite of Renaissance,
Systems Safety \& Engineering (AI-augmented)}
}
APA (inline)
Baladi, S. (2026). DAMS-SLIP: A Critical Framework for Seepage Control, AI-Augmented Piping Phenomenon Prediction, and Structural Integrity Governance in Earth-Fill Dams (Version 1.0.0). Zenodo. https://doi.org/10.5281/zenodo.20370291
📜 License
This project is licensed under the MIT License — see the LICENSE file for details.
MIT License
Copyright (c) 2026 Samir Baladi
Permission is hereby granted, free of charge, to any person obtaining a copy
of this software and associated documentation files (the "Software"), to deal
in the Software without restriction...
👤 Author
Samir Baladi Interdisciplinary AI Researcher — Neural Engineering, Computational Systems Safety & Geotechnical AI Ronin Institute / Rite of Renaissance
| Contact | Link |
|---|---|
| gitdeeper@gmail.com | |
| 🧑🔬 ORCID | 0009-0003-8903-0029 |
| 🐙 GitHub | github.com/gitdeeper12 |
| 🌐 Website | dams-slip.netlify.app |
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