A13. Settlement Layout Design Elements
This appendix expands the eight CLS elements. For each sub-element you’ll find: purpose (what it promotes or prevents), a how to estimate outline (light math/procedure), and what good / bad typically looks like. All sub-elements are normalized to 0–1 (higher is better) and averaged within their element; elements are then combined with the headline weights.
1) Safety & Resilience (weight 0.33)
Code | Sub-element | Purpose (promote / prevent) | How to estimate (outline) | “Good” looks like | “Bad” looks like |
S1 | Egress coverage | Promote fast access to a refuge; prevent entrapment. | Shortest-time from each occupied node to any haven via pressurized links; compare to target (e.g., 60 s). Population-weighted share ≤ target. | ≥ 90% of people ≤ 60 s to haven. | Large pockets > 60 s; dead-ends near far corners. |
S2 | Route redundancy | Promote 2 independent ways to safety; prevent single-route dependency. | Count edge-disjoint paths from each node to a haven; cap at 2; average across nodes. | Almost all nodes have 2 disjoint routes. | Many nodes rely on a single corridor. |
S3a | Max sealed compartment size | Limit consequences of breach/fire. | “Close” bulkheads; find largest isolated compartment area; compare to cap (e.g., ≤ 1,500 m²). | Largest ≤ cap with margin. | One mega-compartment spans a whole wing. |
S3b | Compartment density | Balance “too few” vs “too many” pressure zones. | Number of sealed compartments per 10,000 m² vs a target derived from preferred compartment size (e.g., 1,200–1,500 m²). | Near the middle band; neither sparse nor fussy. | Either one huge zone or dozens of tiny cells. |
S4 | Dirty↔Clean segregation | Maintain hygiene & pressure discipline; prevent contaminant shortcuts. | For every dirty→clean node pair, check that all shortest paths include ≥ 1 bulkhead/interlock. Score = compliant pairs share. | All shortest paths interlocked. | Direct dirty→clean shortcuts abound. |
S5 | Shielding minima | Protect sleep/med spaces; prevent under-shielding. | HAB/MED nodes with areal density ≥ target (e.g., 10–20 g/cm² WE), area-weighted share. | ~100% HAB/MED compliant. | Significant HAB/MED below target. |
S6 | Network robustness | Promote graceful degradation; prevent cascade failure. | Proxy by algebraic connectivity of the circulation graph or pass/fail on single-edge-removal egress drill. | Egress still passes when any one link fails. | One cut isolates large populations. |
Design moves that lift Safety: close loops (people & utilities), regular sector bulkheads, distributed havens, enforce dirty/clean interlocks on shortest paths.
2) Flow & Operations (weight 0.18)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
F1 | Travel efficiency | Shorten everyday trips; reduce fatigue/time loss. | OD matrix for key pairs (HAB↔MESS, HAB↔MED, WRK↔STOR, etc.); compute weighted mean travel time; compare to target (e.g., 120 s). | Most key trips feel “nearby”. | Long criss-crossing walks. |
F2 | Chokepoints | Avoid overloaded corridors/doors. | Assign OD flows along shortest paths; compute utilization vs capacity per link/door; take the max. | No element regularly > 80% at peak. | One spine repeatedly saturates. |
F3 | Operational path diversity | Keep ops running during blockages. | Share of important OD pairs with ≥ 2 disjoint paths whose length ≤ α×shortest (e.g., α = 1.4). | Two workable routes almost everywhere. | Alternatives are long detours or nonexistent. |
F4 | Bulkhead-crossing friction | Balance safety gates vs day-to-day flow. | OD-weighted mean pressure-door crossings per shortest path; target a moderate band. | ~0.3 crossings/trip typical. | Every short trip hits multiple bulkheads. |
Design moves: add cross-ties to shorten detours; don’t place bulkheads on every doorway—use sector lines.
3) Plan & Envelope (weight 0.08)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
P1 | Link-length density | Penalize gratuitous corridor sprawl; reward clean plans. | Total link length per 1,000 m²; score peaks in a sweet-spot band (not too little, not too much). | Near the center of the band. | Over-meshed spaghetti or starved single spine. |
P2 | Envelope compactness | Reduce surface/volume (thermal, mass). | External surface ÷ pressurized volume vs a reference target. | Compact perimeter & roof. | Long skinny envelope with high S/V. |
P3 | Site coverage balance | Leave room to breathe inside site hull. | Pressurized footprint ÷ convex-hull area; mid-band rewarded. | ~70% coverage. | > 90% coverage (wall-to-wall). |
P4 | Internal reserve ratio | Reserve real lots for future domes/industry. | Share of hull set aside as platted reserves (each ≥ area & width minima). | ~15% reserves platted. | No reserves (or tiny slivers). |
P5 | Reserve lot quality | Ensure reserves are usable options. | Lot passes 4 tests: min width, ROW access, utility stubs, no critical trunk bisecting. Score = compliant lots share. | Most reserves “plug-and-play”. | Reserves stranded or bisected by utilities. |
Design moves: target one or two future “park-dome” lots; keep internal boulevards/alleys that touch reserves.
4) Mass Efficiency (proxy) (weight 0.08)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
M1 | Joints per node (typed) | Limit interfaces (heavy, leaky, failure-prone). | Simple joints/node in a sweet-spot band; pressure joints weighted more heavily. | ~2–2.5 joints/node; few pressure doors. | High joint counts; many pressure doors. |
M2 | Geometry simplicity /100 m | Fewer bends & complex junctions = lighter, easier. | Counts per 100 m: 90° bends, other kinks, T- and 4-way junctions vs caps. | Long straights; T’s over 4-ways. | 4-ways proliferate; snaky corridors. |
M3 | Curved fraction | Penalize bespoke curved link pieces. | Curved length ÷ total link length; cap low. | ≤ 5–10%. | Many custom curves. |
M4 | Civil works penalty | Keep bridges/underpasses modest. | Bridge/underpass length per 1,000 m²; normalize vs lenient caps. | Minimal underpasses; few bridges. | Frequent underpasses; long engineered works. |
Design moves: standardize straight pieces; favor T-junction kits; avoid four-way intersections unless absolutely needed.
5) Construction & Maintenance (weight 0.08)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
C1 | Service access | Ensure crews can reach utilities. | Fraction of link length with ≥ 1 m clear both sides of trunks. | High share with clearances. | Utilities buried behind tight walls. |
C2 | Isolation spacing | Make faults small & fixable. | 95th-percentile distance to nearest valve/bulkhead; compare to target (e.g., ≤ 30 m). | Short reach to isolation points. | Long runs without isolation. |
C3 | Junction serviceability | Safe lay-down & turn-outs. | Share of junctions with alcove/maintenance bay. | Most junctions serviceable. | Service carts block corridors. |
C4 | Link SKU standardization | Fewer part types to stock & fabricate. | Distinct link piece types vs target set (~6: straight, 90°, T, cross, door, taper). | ≤ target types. | Many bespoke parts. |
C5 | Node SKU standardization | Repeatable bays; easier re-use. | Distinct node bay types vs target (e.g., ≤ 6 of m×n multiples). | Small family of bay types. | Every room a one-off size. |
C6 | Modular link fit | Prefer base length + small shims. | For each straight link, mismatch to base length L₀ within tolerance gets full credit; large remainders are penalized. | Most links “snap” to L₀±10%. | Many odd leftover lengths. |
C7 | Heavy-access coverage | Bring cranes/rovers to the work. | Share of nodes reachable via surface access graph meeting width/clearance/radius/grade specs. | ≥ 85–95% nodes reachable. | Interior unreachable without cuts. |
C8 | Heavy-access distance | Keep service drives short. | Median perimeter-to-node drive distance along feasible routes. | ≤ 150–180 m. | Long detours through the site. |
C9 | Barrier-crossing burden | Avoid access that relies on many bridges/underpasses. | Mean # crossings on least-cost access route; score mid-band. | ≈ 0.3 per trip. | Multiple engineered crossings per trip. |
Design moves: plat a service-alley lattice; keep underpasses rare; put isolation valves where people can actually reach them.
6) Expandability (weight 0.08)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
X1 | Attachment edge density | Many places to grow. | Candidate connection faces per 1,000 m² vs target. | High, evenly distributed. | Few attach points or all on one side. |
X2 | Live expansion | Build without shutting down. | Share of faces that can be built out while keeping services/live traffic. | ≥ 50–80% live. | Most growth requires outages. |
X3 | Graph transformability (next IL) | Be “close” to the next topology. | Cycle density vs target (spine→ring; ring→mesh) plus pre-stubbed cross-links credit. | Reserved cross-ties; cycles near target. | Beautiful now, but no path to ring/mesh. |
X4 | Upgrade disruption | Keep offline area small. | Minimal concurrent depressurized area required to reach next IL; compare to target (e.g., ≤ 10–15%). | Low outage footprint. | A third of the complex offline to upgrade. |
X5 | Reserved ROW coverage | Guarantee space for future ties/alleys. | Interior blocks touched by platted ROW / total interior blocks. | ROW grid touches most blocks. | ROWs missing; future ties blocked. |
X6 | Utility readiness | Pre-stub for the next loop(s). | Share of primary runs with spare capacity and sectionalizer/valve stubs at spacing. | Most primaries ready to loop. | Rework required to add loops. |
X7 | Mergeability index | Combine bays later into big lots. | Average # demountable bays to remove to yield ≥ lot-min area with ROW & width; invert to a 0–1 score. | Few bays to clear a park/industry lot. | Walls & loads make recombination painful. |
Design moves: draw the future streets/utilities now; use demountable bay walls; size door frames to upgrade to bulkheads.
7) Habitability (weight 0.09)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
H1 | Commons accessibility | Keep life near food/social spaces. | HAB population within target time (e.g., 90 s) to MESS/REC. | Most sleepers near commons. | Long walks to eat or meet. |
H2 | Adjacency buffering | Protect quiet rooms from noise/vibration. | Penalize direct doors between HAB/MED and WRK/GAR; count buffered cases positively. | Few/no bad adjacencies. | HAB backing onto workshops. |
H3 | Daylight/biophilia proxy | Support circadian health & morale. | Share of HAB/COMMONS area with daylight/lightwells or certified circadian program. | High share with credible lighting spec. | Windowless warren; poor light program. |
Design moves: distribute commons; put buffers (storage, corridors) between
noisy and quiet; plan lightwells or circadian lighting.
8) Environmental & Energy (weight 0.08)
Code | Sub-element | Purpose | How to estimate | Good | Bad |
N1 | Thermal zoning | Keep heat where it belongs. | High-heat nodes (WRK, GH) bulkhead-separated from HAB and on independent HVAC loops; share compliant. | Most hot uses isolated & looped. | Workshops dumping heat into living wings. |
N2 | Utility loop redundancy | Survive faults without blackout. | For power/air/water, share of nodes with ≥ 2 independent feeds (≥ 3 for criticals at higher ILs); average over utilities. | Dual-fed almost everywhere; tri-fed criticals. | Many single-fed nodes; co-routed “independent” loops. |
N3 | External interface discipline | Sensible number of suit/rover airlocks. | Airlocks per 10k m² vs target band (too many = leakage & complexity; too few = ops pain). | Near target with good siting. | One per room (leaky) or just one for all (queue hell). |
Design moves: independent utility galleries by district; ring mains with sectionalizers; rational airlock siting strategy.
Global Adjustments (applied after combining elements)
Path-Dependence Risk (PDR): small deductions (−0…−5) if design hardens itself into a local maximum: long cul-de-sacs, co-routed “independent” utilities, blocked ROWs, non-upgradeable doors, off-grid bays.
Over-pack penalty: −3 if site coverage κ ≥ 0.90; −6 if κ ≥ 0.95 (no room left inside the hull).
Option-value credit: roughed-in features (capped cross-links, empty conduits, platted reserves) earn half-credit in their respective subs so foresight is rewarded without full immediate complexity.
Using the Deep-Dive in Practice
As a checklist: Each sub-element is a yes/no-leaning assessment plus a short count or distance. You can score most of CLS from a plan set and a one-page data sheet.
As a design guide: If an element scores low, the table tells you what to build next: close a loop (S1/S2/F3), platt a reserve (P4/P5), add stubs & sectionalizers (X5/X6), insert a service alley (C7–C9), etc.
Across eras: Early (IL-0..2) spines should bias C-pillar (access, isolation) and X-pillar (future loops). Mid (IL-3..4) rings focus on S, F, and P-reserves. Late (IL-5..7) meshes push S/F high while keeping Mass and C under control with disciplined geometry and service-alley lattices.
