Angkor Wat Hydraulic System: 1,000 km² Engineered Waterscape
ANGKOR WAT HYDRAULIC INFRASTRUCTURE
The Angkor complex is not a temple. It is a 1,000km² engineered hydraulic landscape — the largest pre-industrial water management system ever constructed.
CORE COMPONENTS:
West Baray: 7.8 x 2.1km, dikes 11.9m high, 53-123M m³ East Baray: 7.5 x 1.83km, 55M m³ Siem Reap River: 6.8m³/s avg discharge, diverted from
plain (~15m elev) — 385m total elevation drop
Angkor Wat moat: 200m wide, 4m deep, encircling temple Hundreds of smaller temple moats Thousands of channels, spillways, embankments
HYDRAULIC POWER CALCULATION:
West Baray seasonal discharge:
Spillway drop: h ≈ 2.5m
P = ρgQh = 1000 × 9.81 × 3.4 × 2.5 = 83.4kW
Siem Reap River through temple zone:
P = 1000 × 9.81 × 6.8 × 2 = 133.4 kW
Total hydraulic power: 200-400kW (comparable to Giza) But DISTRIBUTED across many sources, not concentrated.
ACOUSTIC POWER FROM WATER FLOW:
Waterfall acoustic efficiency: 0.1-1% of hydraulic power
Moderate: 300kW × 0.5% = 1,500 W acoustic
Peak monsoon: 500kW × 0.5% = 2,500 W acoustic
Distributed across multiple spillways, sluices, and channel junctions throughout the 1,000km² network.
KEY DIFFERENCE FROM GIZA:
Giza: one massive concentrated source (ram pump, ~103kW) Angkor: distributed network of smaller sources The population lives INSIDE the network (0.5-3km from sources), not 5-10km away on a floodplain. Lower power per source, but much shorter range needed.
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