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The Natural Environment. The Hydrologic Cycle . Hydrologic Processes. Hydrologic Budget. Change in storage = inflow – outflow ∆S = P – R – G – E – T Where: P = Precipitation R = Surface Runoff G = Groundwater E = Evapotranspiration T = Transpiration
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Hydrologic Budget • Change in storage = inflow – outflow • ∆S = P – R – G – E – T • Where: • P = Precipitation • R = Surface Runoff • G = Groundwater • E = Evapotranspiration • T = Transpiration • ∆S = Change in storage over specified time
Aral Sea 1989 2008
Watersheds • Area of land which drains to a single outlet point • Characterized by • Size, slope, shape, soil type, storage capacity, land use, channel morphology • Basin • Large watershed • i.e. Mississippi river basin
Hydrology and Infrastructure • Design infrastructure to withstand precipitation of specific reoccurrence interval • 100yr = 1% chance • 10yr = 10% chance • Expense increases as you design to a less frequent return period • Location specific IDF curves relate rainfall intensity and duration to probability
Rivers and Infrastructure • flood probabilities not directly related to storm probabilities • 100yr storm does not necessarily equate to 100yr flood • Floodplain • The land along a stream or river that is inundated when the stream overtops its banks • FEMA determines 100yr floodplain and updates it accordingly with increasing development • More impermeable surfaces = more runoff • Most building codes prohibit construction in the 100yr floodplain
The Woodlands • Designed to handle 100yr flood by not altering the natural floodplain
Geological Formations • Soil • Uppermost layer of unconsolidated material that lies above the uppermost layer of rock (consolidated material) • Soil type and location of bedrock have huge influence in construction • Borings used to design building foundation • Location of consolidated material varies even over a short distances
Groundwater • Water which fills pores and fractures of unconsolidated material • Aquifer • Geologic formation that stores water • Supply in jeopardy as demand increases
Aquifer Source: National Groundwater Association
Porosity, Head and GW Flow Rates Darcy’s Law (1856) relates change in head and hydraulic conductivity to groundwater flow rates: dh/dL = change in head K = hydraulic conductivity = 10-2 cm/s (Sand) = 10-4 cm/s (Silt) = 10-7 cm/s (clay) Seepage velocity (actual flow) is Darcy’s velocity divided by the porosity of the groundwater medium: n = porosity Porosity = vol void / total vol
Climate Change • Greenhouse Gases: • Trap heat radiating outward from Earth • Increase Earth’s temperature to support life • 30oC cooler w/o • Increasing concentrations amplify such warming • Five main greenhouse gases: • Water Vapor (H2O) .004 – 4% (40–40000ppm) • Carbon Dioxide (CO2) .0391% (391ppm) • Methane (CH4) .00017% (1.7ppm) • Nitrous Oxide (N2O) .000033% (.33ppm) • Ozone (O3) .000005%
IPCC and Climate Change • Intergovernmental panel on climate change • International body for the assessment of climate change • Found that climate change is most likely anthropogenic • Kyoto protocol created as a result • Calls for 5% global reduction in greenhouse gas emissions • US assigned 7% reduction • US has not signed
Climate Change Consequences • Increased drought and water shortages • Extinction • Coral reef loss • Alterations to carbon cycle • Loss of habitat • Changes in locations of agricultural regions • Increased flooding • Increased malnutrition and disease • Increased frequency and severity of storms
Climate Change Consequences Downtown Boston 100 year floodplains: current (solid) After “high level” greenhouse gas emission scenario (dashed)
Dealing With Climate Change Below: Global temperature profile with different GHG emission scenarios Above: IPCC projected global mean temperature change with different emission scenarios
Engineering for Climate Change • Problem: • Predicting the extent of climate change is challenging • Two options: • 1. design for current day conditions and risk failure • 2. design for worst case scenario and risk extra expenditure • Solution: • Adaptive management • Incorporate future uncertainties into design plan so that if changes do occur, strategy is in place to handle them • E.g. Design levee to be readily modified to accommodate seawater increase
Conclusion Infrastructure has impact on the environment and the environment impacts infrastructure Relationship must be understood for future sustainable development