Case Studies Coasts Flashcards
Mangawhai pakiri - economic development
Sand can be used for construction, glass manufacturing and beach replenishment - mangawhai pakiri particularly effective for construction
Located 50km from Auckland - largest and economically most developed region
Mangawhai pakiri- offshore sand mining and the sediment budget
Between 1994 and 2004 - 165000m cubed per year extracted
Current rates are 75,000 per year
Large proportion of sand is used to replenish Auckland’s tourist beaches
Closed system - outputs of sand through nearshore mining are not replaced by inputs from rivers and waves offshore
Mangawhai pakiri- impact on coastal landforms
Beaches starved of sediment have become wider and flatter - less effective at absorbing waves - erosion of dunes and spit
Foredune ridges undercut by wave action developing steep seaward facing scarps. Loss of vegetation cover makes them susceptible to wind erosion
1978 - storms caused a 28m breach at base of mangawhai spit. This and a second breach altered tidal currents leading to sedimentation of mangawhai harbour
Shallow water at harbour led to flooding
Need for coastal management at sandbanks
High value commercial properties - sandbanks hotel - employment opportunities, generate spending in local community
Residential properties command premium prices
Major tourist attraction - blue flag award for water quality
Poole harbour - cross channel ferries and catamarans as well as commercial shops carrying goods such as timber.
Climate change - sea level rise cause floods, could breach peninsula at lowest point causing the end to be cut off
Management strategies at sandbanks
Rock groynes
Beach recharge
Rock groynes impact in sandbanks
Minimise movement of sediment along the beach by long shore drift
Restricts sediment from entering harbour entrance
Absorbs energy and reduces rates of erosion- without this erosion rates would be 1.6m per year
Beach recharge impacts at sandbanks
Sediment dumped is dredged
From the harbour just offshore - cheap - £3/m cubed
Natural currents will eventually transport sand onshore building up beaches
Low energy coastal environment - the river Nile
Mean annual rainfall-600m
Average discharge is less than 300 cubed
Carries huge sediment load - 30% clay, 40% silt and 30% sand - 91.3 billion tonnes for whole blue nile basin in Ethiopia
Three subunits of the Nike delta
Foreshore plain - elongated rideges running almost parallel to present shoreline, salt marshes and alluvial deposits in depressions between them
Frontal plain - south of foreshore plain - scattered eroded limestone outcrops, clay deposits
Sandy zone - sheets, dunes and hummocks
Construction of the Aswan dam - Nike delta
Before the construction in 1964, the niles annual flood briefly covered much of the delta each year and deposited a think layer of silty mud
Geology - salt burn - flamborough head
Fh- chalk headland
North York moors - sandstone, limestones, Carboniferous rocks
Cliffs topped with till - glacial deposit
Energy - s fh
Waves from north and northwest
Most exposed - north facing cliffs (salt burn)
Areas of relatively weak shale and clay experience erosion rates of 0.8m per year whereas more resistant sandstone andlimestone only erode less than 0.1m per year
Wave heigh often exceeds 4m
Long shore drift from north to south - sediment movement sometimes interrupted by headlands and then sand and shingle accumulate to form beaches in bays - Filey bay
Sediment store - s fh
Sediment supplies by cliff erosion - sandstone, chalk, boulder clay
River - the esk enters the North Sea at Whitby - limited amounts of sediment due to construction of weirs and reinforced banks
Cliffs - s fh
Sedimentary rocks are horizontally bedded
Layer of fill
Flamborough-chalk-tightly bonded
Saltburn- stepped - higher levels (sandstones and limestones) Lower levels (clay)
Shore platforms - s fh
High energy waves and erosion means that cliffs are retreating along the coastline leaving behind rocky shore platforms - robin hoods bay - eroded into lower lias shakes