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CL-R04 / LONG-TERM RESEARCH PROGRAMME

Water as a binding compute constraint

A litre of water does not mean the same thing everywhere.

Abstract. The programme connects data-centre water use with basin-level scarcity and seasonal conditions, then translates that context into a maximum supportable compute load.

Long-term research questionWhen does local water become the binding constraint on compute growth?
Active projectCL-P03 / Place Water Constraint Model
Current responsibilityCritical Load Research Group
Next public outputModel note; independent hydrology review planned
Latest Critical Load publication
R04 · CL-P03 · CL-001

Peak Water, Not Average Water

Working Paper v1.0 translates published utility and regional water evidence into a reproducible peak-water compute-capacity screen for Northern Virginia. Public working research; independent hydrology review not yet completed.

Open publication →
PHYSICAL USE
LOW STRESS
MEDIUM STRESS
EXTREME STRESS
500 Lsame physical volume
8%withdrawals / available flow
28%withdrawals / available flow
86%withdrawals / available flow
Water volume is not the local impact. Basin context turns WUE from a generic efficiency metric into a place-specific constraint signal.

Baseline water stress is a ratio, not a volume.

The reference framework classifies annual water stress from low (<10%) to extremely high (>80%) based on withdrawals relative to available supply.

Stress bandWithdrawals / available flowInterpretation
Low<10%Relatively low competition for supply
Low–medium10–20%Increasing competition
Medium–high20–40%Material constraint signal
High40–80%High competition for supply
Extremely high>80%Strong potential binding constraint
25COUNTRIES

Reference finding: extremely high annual water stress.

≈¼GLOBAL POPULATION

Exposed in the annual reference finding.

≈4BPEOPLE

Face high water stress at least one month per year.

>80%EXTREME BAND

Threshold used for the strongest stress class.

World Resources Institute, Aqueduct 4.0 / 2023 water-stress findings ↗. Basin stress, facility demand and competing uses are kept distinct in the place assessment.

A 100 MW site can convert WUE into an annual local water requirement.

At PUE 1.20 and WUE 0.50 L/kWh, a continuously loaded 100 MW IT facility implies roughly 525,600 m³ of annual site water use.

Annual site water100 MW × 8,760 h × 1.20 × 0.50 L/kWh ≈ 525,600 m³/year

The next step is not to label this number “good” or “bad”; it is to test it against basin, utility, seasonal and permit constraints.

Critical Load extensionWater-limited compute capacity is the maximum IT load for which site demand remains inside the local water constraint.