Course Title: ENVR 3200/6200: WATER RESOURCES
Instructor: Asst. Prof. P. James Dennedy-Frank
Date: 1/31/25
Key Topics:
Reservoirs
Wetlands
Participation Platforms: PollEv.com/jamesdennedyfrank873
Sample Questions:
Location of spillway on a dam
Location of outlet works on a dam
Office Hours: No office hours on 3/25/2025
Internship Applications: Open for MES/Marine Science Center; due 2/14/25
Article Reference: The New York Times
Topic: Kentucky's Mountaintop Mines transformed into neighborhoods
Issue: Relocating flood survivors as climate change increases flooding risk
Understand characteristics of lakes and reservoirs
Learn wetland functions and categorizations
Grasp watershed concepts and determining boundaries
Familiarize with river structures and geomorphological effects
Dams are crucial for water infrastructure
Connecticut River: Managed river spanning 255 miles with 13 dams balancing hydropower and ecological needs
Focus on international dam uses and conflict
Significant dam projects impact development and potential conflicts in the Nile basin
Defined as ecosystems that are either constantly or recurrently inundated or saturated with water
Importance: Critical for biodiversity, water quality, nutrient retention, and carbon storage
Wetlands types include freshwater marshes, swamps, coastal wetlands, and more
Hydric soils and hydrophytic vegetation are key features
Functions in improving water quality and flood storage
Wetlands are facing threats from development, pollutants, agriculture, and climate change
Ramsar Convention: International treaty focused on wetland conservation, initiated in 1971
Located in Botswana and characterized as an inland swamp, reliant on seasonal floods
Supports diverse wildlife and local human communities dependent on water availability
Rivers move water, sediment, and nutrients, playing a vital role in watershed hydrology
Features main zones: channel, floodplain, and upland fringe
Flooding alters river cross-sections and affects landscape connectivity
Hyporheic flow is critical for interactions between rivers and shallow groundwater
This summary captures the essential points of the content provided, covering course details, announcements, learning objectives, and information about wetlands and rivers.
Flow Rate (Q):[ Q = A \cdot v ]Where:
( Q ) = flow rate (cubic meters per second)
( A ) = cross-sectional area of the river (square meters)
( v ) = velocity of the water (meters per second)
Darcy's Law (groundwater flow):[ Q = -K \cdot A \cdot \frac{\Delta h}{L} ]Where:
( Q ) = discharge (cubic meters per second)
( K ) = hydraulic conductivity (meters per second)
( A ) = cross-sectional area (square meters)
( \Delta h ) = change in hydraulic head (meters)
( L ) = length of the flow path (meters)
Hydraulic Radius (R):[ R = \frac{A}{P} ]Where:
( R ) = hydraulic radius (meters)
( A ) = cross-sectional area of flow (square meters)
( P ) = wetted perimeter (meters)
Drainage Basin Area (A):Often useful for calculating runoff:[ A = \int D(x) , dx ]Where ( D(x) ) is the depth of water over the area.
Retention Time (T) in a Reservoir:[ T = \frac{V}{Q} ]Where:
( T ) = retention time (seconds)
( V ) = volume of water in the reservoir (cubic meters)
( Q ) = outflow (cubic meters per second)
Water Quality Model (Dilution):[ C_1 \cdot V_1 = C_2 \cdot V_2 ]Where:
( C_1 ) = initial concentration (mg/L)
( V_1 ) = initial volume (L)
( C_2 ) = final concentration (mg/L)
( V_2 ) = final volume (L)
These equations are crucial for understanding water flow dynamics, groundwater movement, and water quality assessments, which are essential topics within surface water management.