Urban, Coastal and Resource Geoscience

By the end of this unit students should be able to (a) diagram relevant stocks, flows, feedbacks and boundaries; (b) identify at least two mechanisms compatible with incomplete data; (c) compute the unit-consistent screen and recognize its simplifying assumptions; (d) design a measured contrast or control; (e) discuss the difference between evidence for a process and the ethical choice of response; and (f) prepare a short decision note with uncertainty, stakeholder impacts and specific follow-up actions.

6.1 Engineering ground conditions

Core mechanism and governing scale. Construction performance depends on foundation materials, depth to groundwater, settlement, liquefaction susceptibility and historical fill. An apparently flat site may contain buried channels or heterogeneous reclaimed sediment. Site investigation uses boreholes and in-situ measurements to reduce uncertainty but cannot perfectly observe every subsurface feature. This is a physical claim about a set of processes, not a description of a single visible feature. To use it rigorously, distinguish the quantity being measured from a proxy and draw an explicit spatial and temporal boundary. If the relevant mass or energy can cross that boundary, the investigator must consider transfers as well as any material produced or consumed internally. A strong explanation predicts how a change in forcing would alter at least two independently observable consequences. Identify those predictions before seeing the sample data, so an initially appealing interpretation can genuinely be rejected.

Site investigation. Construct fictional borehole logs across two proposed school sites; compare compressible clay, sand fill and groundwater fluctuations. Write the site description in a way that another geoscientist can reconstruct the comparison. Record location, elevation or depth, coordinate system, local time, sampling interval, instrument settings, quality-control flags and any reason observations were excluded. A sample label should distinguish a point from a mixture of points, and a laboratory result should identify the phase analyzed: filtered water, whole water, sediment, porewater or another material. For a process that varies after rainfall, one visit gives a snapshot rather than a stable baseline. Use pre-event and post-event observations where the mechanism makes a temporal prediction.

Working with competing explanations. A single borehole does not represent an entire parcel. Ground improvement can shift costs and impacts through material sourcing and dewatering discharge. Formulate two alternative mechanisms that could plausibly produce the observation, then specify a measurement that would discriminate them. Merely collecting more measurements of the same ambiguous quantity may increase precision without increasing explanatory power. Test whether the apparent change can arise from sensor drift, dilution, sample composition, changed boundary conditions or an unrelated common driver. A transparent analysis reports which explanations were evaluated and which remain unresolved. Numerical agreement between a model and data is not a sufficient test if the model parameters were selected using those same data.

Decision interpretation. Document geotechnical uncertainty and environmental externalities before choosing a 'cheapest' foundation solution. State the practical action that could change under the result, then calculate how an error in the parameter would affect that action. For a preliminary screening study, use conservative but explicit uncertainty bounds rather than claim exact compliance. Distinguish a threshold from a causal mechanism: exceeding a screening value may justify follow-up, while remaining below it does not automatically prove no ecological or human-health impact. Prioritize measures that interrupt a credible exposure pathway if an urgent hazard is identified, and refer regulatory or public-health determinations to competent authorities.

Worked quantitative screen (6.1). settlement. Use the wholly invented parameters strain=0.012, height=8 m. The teaching expression is strain × height; substitute consistently converted units to obtain 0.012 × 8 = 0.096, or approximately 0.096 m settlement. The arithmetic illustrates the chosen model; it should not be mistaken for a field observation or a calibrated regulatory prediction. Ask whether doubling one input would double the output. If it would not, explain the nonlinearity. Name one missing parameter that could reverse a site decision despite this seemingly precise result.

6.2 Urban drainage and impervious surfaces

Core mechanism and governing scale. Roofs and pavement alter infiltration, surface storage and travel times, often raising rapid runoff response during intense rainfall. Green roofs, detention ponds and permeable pavements can attenuate some events but require maintenance and may perform differently on clay or contaminated ground. This is a physical claim about a set of processes, not a description of a single visible feature. To use it rigorously, distinguish the quantity being measured from a proxy and draw an explicit spatial and temporal boundary. If the relevant mass or energy can cross that boundary, the investigator must consider transfers as well as any material produced or consumed internally. A strong explanation predicts how a change in forcing would alter at least two independently observable consequences. Identify those predictions before seeing the sample data, so an initially appealing interpretation can genuinely be rejected.

Site investigation. Estimate a fictional parking-area runoff depth using runoff coefficients, and compare a detention concept with added downstream channel capacity. Write the site description in a way that another geoscientist can reconstruct the comparison. Record location, elevation or depth, coordinate system, local time, sampling interval, instrument settings, quality-control flags and any reason observations were excluded. A sample label should distinguish a point from a mixture of points, and a laboratory result should identify the phase analyzed: filtered water, whole water, sediment, porewater or another material. For a process that varies after rainfall, one visit gives a snapshot rather than a stable baseline. Use pre-event and post-event observations where the mechanism makes a temporal prediction.

Working with competing explanations. Runoff coefficients depend on storm size, antecedent moisture and drainage connection. Designing from one storm ignores clogging and operation failures. Formulate two alternative mechanisms that could plausibly produce the observation, then specify a measurement that would discriminate them. Merely collecting more measurements of the same ambiguous quantity may increase precision without increasing explanatory power. Test whether the apparent change can arise from sensor drift, dilution, sample composition, changed boundary conditions or an unrelated common driver. A transparent analysis reports which explanations were evaluated and which remain unresolved. Numerical agreement between a model and data is not a sufficient test if the model parameters were selected using those same data.

Decision interpretation. Use site-specific testing and include maintenance funding when selecting nature-based drainage interventions. State the practical action that could change under the result, then calculate how an error in the parameter would affect that action. For a preliminary screening study, use conservative but explicit uncertainty bounds rather than claim exact compliance. Distinguish a threshold from a causal mechanism: exceeding a screening value may justify follow-up, while remaining below it does not automatically prove no ecological or human-health impact. Prioritize measures that interrupt a credible exposure pathway if an urgent hazard is identified, and refer regulatory or public-health determinations to competent authorities.

Worked quantitative screen (6.2). runoff. Use the wholly invented parameters P=0.04 m, A=10000 m², coefficient=0.7. The teaching expression is P × A × coefficient; substitute consistently converted units to obtain 0.04 × 10000 × 0.7 = 280, or approximately 280 m³ runoff. The arithmetic illustrates the chosen model; it should not be mistaken for a field observation or a calibrated regulatory prediction. Ask whether doubling one input would double the output. If it would not, explain the nonlinearity. Name one missing parameter that could reverse a site decision despite this seemingly precise result.

6.3 Solid waste, landfills and leachate

Core mechanism and governing scale. Waste facilities interact with rainfall, cover soils, gas generation and hydrogeology. Leachate quality depends on waste composition and decomposition, while liners and collection systems reduce but do not eliminate the need for inspection. Gas recovery can reduce emissions but system performance changes over time. This is a physical claim about a set of processes, not a description of a single visible feature. To use it rigorously, distinguish the quantity being measured from a proxy and draw an explicit spatial and temporal boundary. If the relevant mass or energy can cross that boundary, the investigator must consider transfers as well as any material produced or consumed internally. A strong explanation predicts how a change in forcing would alter at least two independently observable consequences. Identify those predictions before seeing the sample data, so an initially appealing interpretation can genuinely be rejected.

Site investigation. Draw a fictional landfill cross-section with rainfall infiltration, collection sumps, monitoring wells and a nearby stream. Write the site description in a way that another geoscientist can reconstruct the comparison. Record location, elevation or depth, coordinate system, local time, sampling interval, instrument settings, quality-control flags and any reason observations were excluded. A sample label should distinguish a point from a mixture of points, and a laboratory result should identify the phase analyzed: filtered water, whole water, sediment, porewater or another material. For a process that varies after rainfall, one visit gives a snapshot rather than a stable baseline. Use pre-event and post-event observations where the mechanism makes a temporal prediction.

Working with competing explanations. A compliant sample at one downgradient well does not prove all pathways are controlled. A conceptual model should include surface runoff and vapor migration where relevant. Formulate two alternative mechanisms that could plausibly produce the observation, then specify a measurement that would discriminate them. Merely collecting more measurements of the same ambiguous quantity may increase precision without increasing explanatory power. Test whether the apparent change can arise from sensor drift, dilution, sample composition, changed boundary conditions or an unrelated common driver. A transparent analysis reports which explanations were evaluated and which remain unresolved. Numerical agreement between a model and data is not a sufficient test if the model parameters were selected using those same data.

Decision interpretation. Plan long-term stewardship, monitoring triggers and a financing mechanism beyond closure. State the practical action that could change under the result, then calculate how an error in the parameter would affect that action. For a preliminary screening study, use conservative but explicit uncertainty bounds rather than claim exact compliance. Distinguish a threshold from a causal mechanism: exceeding a screening value may justify follow-up, while remaining below it does not automatically prove no ecological or human-health impact. Prioritize measures that interrupt a credible exposure pathway if an urgent hazard is identified, and refer regulatory or public-health determinations to competent authorities.

Worked quantitative screen (6.3). capture. Use the wholly invented parameters infiltration=0.005 m, area=2000 m². The teaching expression is infiltration × area; substitute consistently converted units to obtain 0.005 × 2000 = 10, or approximately 10 m³ water captured. The arithmetic illustrates the chosen model; it should not be mistaken for a field observation or a calibrated regulatory prediction. Ask whether doubling one input would double the output. If it would not, explain the nonlinearity. Name one missing parameter that could reverse a site decision despite this seemingly precise result.

6.4 Coastal aquifers and saline intrusion

Core mechanism and governing scale. Heavy groundwater extraction near coasts can alter freshwater–saltwater gradients and permit saline movement inland or upward. Tides, storm flooding, local recharge and well construction complicate the geometry. Electrical conductivity reveals salinity changes but does not identify every source of dissolved salts. This is a physical claim about a set of processes, not a description of a single visible feature. To use it rigorously, distinguish the quantity being measured from a proxy and draw an explicit spatial and temporal boundary. If the relevant mass or energy can cross that boundary, the investigator must consider transfers as well as any material produced or consumed internally. A strong explanation predicts how a change in forcing would alter at least two independently observable consequences. Identify those predictions before seeing the sample data, so an initially appealing interpretation can genuinely be rejected.

Site investigation. Compare well salinity trends at different distances from shore and different screened depths for a fictional dry season. Write the site description in a way that another geoscientist can reconstruct the comparison. Record location, elevation or depth, coordinate system, local time, sampling interval, instrument settings, quality-control flags and any reason observations were excluded. A sample label should distinguish a point from a mixture of points, and a laboratory result should identify the phase analyzed: filtered water, whole water, sediment, porewater or another material. For a process that varies after rainfall, one visit gives a snapshot rather than a stable baseline. Use pre-event and post-event observations where the mechanism makes a temporal prediction.

Working with competing explanations. A shallow salty well can reflect tidal flooding or evaporation rather than regional saltwater intrusion. Extrapolating a simple freshwater lens relation to heterogeneous delta sediments is risky. Formulate two alternative mechanisms that could plausibly produce the observation, then specify a measurement that would discriminate them. Merely collecting more measurements of the same ambiguous quantity may increase precision without increasing explanatory power. Test whether the apparent change can arise from sensor drift, dilution, sample composition, changed boundary conditions or an unrelated common driver. A transparent analysis reports which explanations were evaluated and which remain unresolved. Numerical agreement between a model and data is not a sufficient test if the model parameters were selected using those same data.

Decision interpretation. Combine pumping management, aquifer monitoring and alternate supply planning; avoid promising rapid reversal of saline intrusion. State the practical action that could change under the result, then calculate how an error in the parameter would affect that action. For a preliminary screening study, use conservative but explicit uncertainty bounds rather than claim exact compliance. Distinguish a threshold from a causal mechanism: exceeding a screening value may justify follow-up, while remaining below it does not automatically prove no ecological or human-health impact. Prioritize measures that interrupt a credible exposure pathway if an urgent hazard is identified, and refer regulatory or public-health determinations to competent authorities.

Worked quantitative screen (6.4). trend. Use the wholly invented parameters late=1450 mg/L, early=1150 mg/L, years=5. The teaching expression is (late − early) / years; substitute consistently converted units to obtain (1450 − 1150) ÷ 5 = 60, or approximately 60 mg/L/year salinity change. The arithmetic illustrates the chosen model; it should not be mistaken for a field observation or a calibrated regulatory prediction. Ask whether doubling one input would double the output. If it would not, explain the nonlinearity. Name one missing parameter that could reverse a site decision despite this seemingly precise result.

6.5 Aggregate mining and material footprints

Core mechanism and governing scale. Sand, stone and mineral extraction supply essential construction but can alter river channels, groundwater, habitat and sediment budgets. Environmental costs occur throughout a material chain: site access, processing energy, transport, reclamation and replacement materials. This is a physical claim about a set of processes, not a description of a single visible feature. To use it rigorously, distinguish the quantity being measured from a proxy and draw an explicit spatial and temporal boundary. If the relevant mass or energy can cross that boundary, the investigator must consider transfers as well as any material produced or consumed internally. A strong explanation predicts how a change in forcing would alter at least two independently observable consequences. Identify those predictions before seeing the sample data, so an initially appealing interpretation can genuinely be rejected.

Site investigation. Compare fictional quarry and river-sand supply chains using tonnes delivered, truck distances, fuel use and extraction-site consequences. Write the site description in a way that another geoscientist can reconstruct the comparison. Record location, elevation or depth, coordinate system, local time, sampling interval, instrument settings, quality-control flags and any reason observations were excluded. A sample label should distinguish a point from a mixture of points, and a laboratory result should identify the phase analyzed: filtered water, whole water, sediment, porewater or another material. For a process that varies after rainfall, one visit gives a snapshot rather than a stable baseline. Use pre-event and post-event observations where the mechanism makes a temporal prediction.

Working with competing explanations. A lower carbon total need not imply lower biodiversity impact; avoided river extraction can shift disturbance to upland landscapes. Aggregating all consequences into a single arbitrary score hides value judgments. Formulate two alternative mechanisms that could plausibly produce the observation, then specify a measurement that would discriminate them. Merely collecting more measurements of the same ambiguous quantity may increase precision without increasing explanatory power. Test whether the apparent change can arise from sensor drift, dilution, sample composition, changed boundary conditions or an unrelated common driver. A transparent analysis reports which explanations were evaluated and which remain unresolved. Numerical agreement between a model and data is not a sufficient test if the model parameters were selected using those same data.

Decision interpretation. State transparent criteria and design restoration bonds and monitoring plans before permission is granted. State the practical action that could change under the result, then calculate how an error in the parameter would affect that action. For a preliminary screening study, use conservative but explicit uncertainty bounds rather than claim exact compliance. Distinguish a threshold from a causal mechanism: exceeding a screening value may justify follow-up, while remaining below it does not automatically prove no ecological or human-health impact. Prioritize measures that interrupt a credible exposure pathway if an urgent hazard is identified, and refer regulatory or public-health determinations to competent authorities.

Worked quantitative screen (6.5). transport. Use the wholly invented parameters tonnes=400 t, distance=32 km. The teaching expression is tonnes × distance; substitute consistently converted units to obtain 400 × 32 = 12800, or approximately 1.28e+04 tonne-kilometres. The arithmetic illustrates the chosen model; it should not be mistaken for a field observation or a calibrated regulatory prediction. Ask whether doubling one input would double the output. If it would not, explain the nonlinearity. Name one missing parameter that could reverse a site decision despite this seemingly precise result.

Research brief. Compare three fictional urban development parcels and two construction-supply routes with groundwater and sediment constraints. Work with the accompanying datasets/unit-06-synthetic.csv file. The data are deliberately synthetic and not observations from a real study. Students must not use the outputs to locate actual pollution or certify safety. Before drawing a graph, write down the spatial and temporal extent of the question, the target population of inference, and the causal alternative being examined. If these differ across competing hypotheses, explicitly state the difference rather than changing the question after plotting the data.

Initial scenario evidence. Parcel A requires dewatering, B occupies flood-prone fill and C is farther from transit; local sand extraction changes the river channel. An appropriate notebook records the stated evidence separately from new calculations and speculative explanations. Construct a table with source, transport medium, receptor, measurement, unit, time stamp and quality flag. Do not automatically interpolate through a gap. Describe what direct observations could distinguish spatial gradients from a measurement artifact. Think carefully about whether measurements made on the same day are independent: weather, laboratory batches and access constraints can introduce common disturbances.

Hypothesis comparison. Distinguish environmental, engineering and distributional consequences rather than forcing every effect into a synthetic profit calculation. Express each hypothesis as a short process chain, from cause to transport or transformation and then to observable consequence. For each chain, describe a finding that would weaken it even if the original observation remained true. This is more demanding than simply asking students to find supporting evidence. Write a four-row evidence matrix containing current observations, ambiguous clues, missing observations and tests capable of discrimination. Use a mixture of field observations and existing institutional records rather than putting the entire burden on the laboratory assay.

Measurement design. Select a reference location, a likely impact location and at least one location that tests the suspected transport direction. Plan a repeat period long enough to capture the dominant forcing, with a predeclared justification for the number and location of samples. Document the measurement unit, calibration procedure, field duplicate, transport method, chain-of-custody practice when needed and appropriate data-handling permissions. Explain what a non-detect means in relation to the reporting limit. If the accessible sampling locations omit vulnerable groups, state how that limitation affects the conclusion rather than quietly treating data absence as exposure absence.

Quantitative analysis. Read the CSV and calculate the mean, range and a simple temporal contrast for one indicator. Plot indicator against the forcing variable and inspect outliers on the original scale before considering transformation. Report the result with units and avoid inferring causation from one correlation coefficient. Test sensitivity to removal of one observation, alternative grouping of sites and plausible systematic error. If a variable is coded as a toy index, keep it clearly labeled as such; there is no physical unit hiding behind a derived ranking. A good report includes a notebook where a reader can reproduce every number without proprietary data access.

Uncertainty and decision. Make a multicriteria matrix in which the criteria, weights and non-compensable constraints remain separately visible. List which uncertainties are reducible through new measurements and which depend on social values or future land-use choices. Produce at least two recommendations: a near-term low-regret action and a longer-term investigation or remediation option. For each, state the measurable trigger that would alter the recommendation and the organization that must act. An unexplained rank ordering is weaker than a transparent comparison across environment, health, fairness, time, cost and implementability. If a real-world hazard were suspected, qualified professionals and local authorities would have to replace these toy values with regulatory procedures.

Deliverables and review rubric. Submit a labeled site diagram; a one-page hypothesis table; a reproducible calculation file; a figure whose axis labels include units; a paragraph describing alternative mechanisms; a decision table with at least three choices; and an evidence-quality note. Award 20% for physically plausible mechanisms, 20% for transparent data provenance, 20% for unit-consistent arithmetic and uncertainty checks, 20% for discriminating experiment design and 20% for decision clarity and treatment of affected stakeholders. A polished figure alone receives no substitute credit for missing science.

Construct a two-page dossier for an expanding coastal city with construction, waste sites and scarce freshwater. Start with a map or cross-section of the physical environment, then list stocks, fluxes or forces that operate on multiple time scales. Use one instrument observation, one derived physical quantity, one sensitivity test and one clearly identified decision assumption. Organize claims by evidence quality and specify what additional field or laboratory result would change the conclusion. A scientifically defensible exercise may conclude that the available fictional evidence is insufficient for strong attribution.

For peer review, exchange dossiers and ask a partner to locate unsupported causal leaps, missing mass-balance terms, numerical unit mistakes and hidden stakeholder costs. The reviewer should mark every model parameter as measured, calibrated, hypothesized or fixed for teaching. In a revision note, explain what changed and what remains unknown. Do not substitute an unverified AI summary or a single plotted trend for this explicit review process.

Mastery test: Define the core process in one paragraph, show one correct calculation with units, draw two plausible mechanisms capable of producing the same initial observation and give a measurement that separates them. Make a separate recommendation that identifies who benefits or bears costs; explicitly label which part is scientific inference and which part is a value-based decision.