Water Footprint Flashcards

1
Q

Three examples of Water Footprint

A
  • Water accounting & vulnerability evaluation (WAVE)
  • Fate of evaporation and implications for water footprinting
  • Available Water Remaining (AWARE)
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2
Q

WAVE Inventory

A

WCeff=FW-WW-ER-VR

WC=effective water consumption
FW=Freshwater withdrawals
WW=Wastewater discharges
ER=Evapo(transpi-)ration recycling
VR=Synthetically created vapor recycling
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3
Q

BIER

A

Basin internal evaporation recycling

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4
Q

BEER

A

Basin external evaporation recycling

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5
Q

Basin Internal Evaporation Recycling (BIER)

A

Evaporation Recycling: ER=EBIERa

𝛼=π‘Ÿπ‘’π‘›π‘œπ‘“π‘“/π‘π‘Ÿπ‘’π‘π‘–π‘π‘–π‘‘π‘Žπ‘‘π‘–π‘œπ‘›

BIER changes over the year

λ- Ø length scale of evaporation recycling ->tells us which average distance one drop travels after it has been evaporated before it comes back as rain
x -Size of drainage basin, assumed to be quadratic -> the bigger the drainage basin the more internal evaporation recycling

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6
Q

WAVE - Impact assessment

A
  • Impacts are defined as the risk to deprive (entrauben) other users of using freshwater when consuming water: RFD=(WCeff*WDI)
  • Water Deprivation Index (WDI) denotes the vulnerability of a basin n to freshwater deprivation and, thus, expresses the potential to deprive other users when consuming water in basin n and month k
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7
Q

WAVE - Impact assessment - 6 Steps to calculate WDI

A

WDI= water deprivation index (Wasserentzugsindex)

Step 1:
Ratio of water consumption (C) to water availability (A) - 𝐢𝑇𝐴=𝐢/𝐴

Step 2:
Consideration of surface water stocks (SWS)

Step 3: Consideration of groundwater stocks (GWS)

Step 4:β€œTranslation” of water scarcity
into vulnerability regarding
freshwater deprivation

Step 5:
Absolute water shortage

Step 6:
Total WDI=max(WDIrelative;WDIabsolut) –>worst case analyse

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8
Q

Step 2

A

Consideration of surface water stocks (SWS) in CTA=C/A+SWS

SWS=(Vdam+[Alake/wetland*d])/100 years

  • Volumes of dams available in
    WaterGAP3 (Eisner, S. 2016)
  • Volumes of lakes and wetlands are determined by multiplying their surface areas (WaterGAP3) with an effective depth (5 m lakes, 2 m wetlands)
  • In order to combine volumes of surface water stocks and annual flows of consumption and availability, an anually usable fraction of 1% is assumed
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9
Q

Step 3

A

Consideration of groundwater stocks

πΆπ‘‡π΄βˆ—βˆ—=[𝐢/(𝐴+π‘†π‘Šπ‘†)]βˆ™π΄πΉπΊπ‘Šπ‘†

– In contrast to surface water stocks, groundwater stocks cannot be quantified
– Adjustment factor are developed based on geological structure and groundwater
recharge WHYMAP, Richts et al. 2011)

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10
Q

Step 5:

A

Absolute water shortage
– WDI(Water deprivation index) for absolute water shortage determined based on aridity (Trockenheit) index (pot. evapotranspiration/
precipation(Niederschlag))

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11
Q

Integrated WAVE factor

A

β€’ Combining BIER and WDI into an integrated WAVE+ factor, which can simplify
the application if evapo transpi )ration is dominant form of water consumption

WAVE+=(1-BIER)*WDI
with 1-Bier=Water accounting part and WDI=impact assessment part

β€’ BIER, WDI, WAVE factors are determined on a monthly and basin resolution;
to increase applicability, they are aggregated to:
– Annual basin specific averages
– Annual country averages
– Annual world region averages

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12
Q

Available Water Remaining (AWARE)

A
  • Building a consensus model for assessing
    impacts of water use in LCA
  • Stressbased generic midpoint
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13
Q

Evolution of scarcity indicators modeled in LCA

A

Availabilty - demand

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14
Q

AWARE Characterization Model

A

AMD=(Availability-Humand demand - ecosystems demand)/Area

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15
Q

AWARE Characterization Model

A

CF=AMDworld-avg/AMD

CF=max=100, if demand>availability or AMD<0,1*AMDworld

CF=Min=0.1,if 0.1 AMD_i β‰₯ AMD_world or AMD_i β‰₯ 100 AMD_world

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