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Water Resources Engineering Simulations

A collection of interactive 3D visualizations and simulations to help you master concepts in water resources engineering.

Water Resources Planning and Management - Theory & Concepts

Comprehensive guide to Water Resources Planning including Project Formulation, Economic Analysis, Environmental Impact Assessment, Water Law, and System Optimization.

Benefit-Cost Analysis Simulator

Adjust the project parameters below to see how they affect the Present Worth of Costs, Present Worth of Benefits, and the final Benefit-Cost (B/C) Ratio.

$150M
$3M
$20M
6%
50 yrs

PW of Costs

$197.29M

PW of Benefits

$315.24M

B/C Ratio:

1.60

Economically Viable
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Water Demand and Supply - Theory & Concepts

Detailed coverage of Water Demand and Supply including Population Forecasting, Types of Water Demands, Variations in Demand, and Sources of Water Supply.

Population Forecasting Models

Compare how different mathematical models project future population. Notice how the Geometric model (compound growth) diverges rapidly from the Arithmetic model (linear growth), while the Logistic model eventually flattens out as the city reaches its carrying capacity.

50,000
2%
50 yrs

Arithmetic: Constant numerical increase (dy/dt = k).

Geometric: Proportional increase like compound interest (dy/dt = kY).

Logistic: S-Curve accounting for physical constraints like land/water limits.

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Water Treatment - Theory & Concepts

Comprehensive overview of Drinking Water Treatment processes including Coagulation Chemistry, Sedimentation Types, Filtration, and Disinfection By-Products.

Coagulation/Flocculation Simulator

Adjust the raw water turbidity and the Alum coagulant dose to see the effect on floc formation and final settled water turbidity.

Process Results

  • Floc Formation: None
  • Estimated Settled Turbidity: 100 NTU

❌ Turbidity too high. Increase coagulant dose.

Wastewater Engineering - Theory & Concepts

Detailed coverage of Wastewater Engineering including Activated Sludge, Attached Growth Processes, Nutrient Removal, and Sludge Management.

BOD Exertion Kinetics

Visualize how Biochemical Oxygen Demand (BOD) is consumed over time. Adjust the Ultimate BOD ($L_0$), the reaction rate constant ($k$), and the water temperature to see how they affect the standard 5-day BOD ($BOD_5$).

300 mg/L
0.20 day⁻¹
20°C

Standard 5-Day BOD (BOD₅)

190

mg/L

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Stormwater Management - Theory & Concepts

Detailed coverage of Stormwater Management including Urban Runoff, SCS Curve Number, Detention Basins, Low Impact Development (LID), and Culvert Design.

Urbanization Impact on Stormwater Hydrographs

Adjust the percentage of impervious area (pavement, roofs) to see how urbanization alters the natural hydrologic cycle. Notice how increased imperviousness causes a "flashier" response: a higher peak flow that arrives much sooner, increasing flood risk.

10%
Rural (10%)Urban (90%)
25
50

Peak Flow (Qp)

69.4 m³/s69.4 m³/s

Time to Peak (Tp)

3.0 hrs3.0 hrs

Runoff Volume Increase

+0%
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Dams and Reservoirs - Theory & Concepts

Comprehensive coverage of Dams and Reservoirs, including types, stability analysis, seepage through earth dams, and reservoir routing.

Gravity Dam Stability Analysis

Adjust the dimensions of the rectangular gravity dam and the water depth to see how the forces (Weight, Hydrostatic Pressure, and Uplift) affect the Factors of Safety against overturning and sliding.

15 m
8 m
13 m
24 kN/m³
P=829 kN
W=2880 kN

F.S. Overturning

SAFE (≥1.5)

3.21

M_res: 11520 | M_ovt: 3592

F.S. Sliding

SAFE (≥1.5)

2.26

Assumes $\mu = 0.65$

Irrigation Engineering - Theory & Concepts

Detailed coverage of Irrigation Engineering including soil-water relationships, crop water requirements, salinity control, and irrigation efficiency.

Soil-Water-Plant Relationship Simulator

Adjust the soil properties (Field Capacity, Wilting Point), the crop root depth, and your Management Allowed Depletion (MAD) to calculate the Net Irrigation Requirement (the amount of water to apply per irrigation event).

25% (vol)

Maximum water held against gravity.

12% (vol)

Water unavailable to plants.

100 cm
50% of AWC

How dry the soil gets before we irrigate.

UNAVAILABLE
Field Capacity (FC) = 25%
Irrigation Trigger = 18.5%
Permanent Wilting Point = 12%
AWC (13.0%)

Total Avail. Water (AWC)

130

mm

Net Irrigation Req. (d_net)

65

mm

Groundwater and Wells - Theory & Concepts

Comprehensive overview of Groundwater and Wells, including aquifer properties, Darcy's Law, pumping tests, and groundwater recharge.

Darcy's Law Groundwater Flow Simulator

Adjust aquifer parameters to see the hydraulic head profile and calculate the steady-state discharge QQ.

Hydraulic Gradient (i)
0.0500
Discharge (Q)
50.00 m³/day
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