design area a (river urie direct defences b9170/20 souterford … · 2019. 11. 5. · sop 0.5% ap...

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Contains Ordnance Survey (C) Crowncopyright and database right 2019

Inverurie & Port Elphinstone -Final Options - Option 6Figure 6.1 (1 of 4)Key PlanDrawing no: AIZ-JBAU-IK-00-DR-HM-0021

A

KEYPLAN Scale 1:12,500

Design Area A (River UrieSoP 0.5% AP 200 year):Direct defences

Design Area Bi (River Don & UrieSoP 0.5% AP 200 year):Direct defencesFlood gateScottish Water WWTW unprotected

Design Area Bii (River DonSoP 0.1% AP 1000 year):Direct defenceBridge removal

Bii

Bi

0 0.75 1.50.375 Kilometers

A

Bi

Bii

River Don

River Don

River Urie

Old Canal

Railway line: main line Aberdeen to Inverness

A90

B9170/20 Souterford Bridge

Keithhall Road (rail bridge) RailwayDesign AreaWatercourses

Kirkwood commercialpark

Inverurie and Port Elphinstone FPS Appraisal Report - Appendix D

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Inverurie & Port ElphinstoneFinal Options - Option 6Figure 6.2 (2 of 4)Design Area A

RailwayEmbankment

Souterford Ave

Harlaw Road

River UrieRiver Urie

Uryside Drive

Drawing no: AIZ-JBAU-IK-00-DR-HM-0022

Embankment construction:385 m lengthMaximum height 3.38 mInclusive of 0.6 m freeboarddefence level 56.26 mAODTotal volume 11,845 m3



0 0.25 0.50.125 Kilometers


Notes:All embankments given 5 m crest width and 1in 3 slopesCut off and piles assumed 0.5 m depth, moreGI information requiredEmbankments and walls are inclusive of 0.6m and 0.3 m freeboard respectively

Gauld's Gas

B9170 SouterfordBridge (OldmeldrumRoad)

Road level varies between55 - 56 mAOD thereforedefence height is a maximumof 1.26 m from road level

B9170

Oldmeld

rumRo

ad

B9170

Oldmeld

rumRoad

Inverurie train station

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Inverurie & Port ElphinstoneFinal Options - Option 6Figure 6.3 (3 of 4)Design Area Bi

Existing Embankment RemovalProposed Flood WallProposed EmbankmentProposed Flood GateRailway

Embankment construction:360 m lengthAdditional average height 1.04 mAdditional maximum height 2.50 mTotal additional volume 5,639 m3

Embankment construction:400 m lengthAdditional average height 1.09 mAddtional maximum height 1.71 mTotal additional volume 6,185 m3


Embankment construction:319 m lengthAverage height 0.88 mMaximum height 2.04 mTotal volume 4,012 m3

Wall construction:232 m lengthAverage height 1.60 mAssumed to have piledfoundations

Manual flood gate acrossKeithhall Road at RailwayBridge 12 m wide by 1.8 mheight. To be operatedwith existing flood warningscheme

Embankment construction:170 m lengthAverage height 1.66 mMaximum height 2.98 mTotal volume 3,900 m3

Section at South Westhas been narrowed dueto location of burn, steeperbanks may be observed here

Remove 2,108 m3 of existing embankment soil to flood area which isassumed to be abandoned

St James's Place

A96

A96

Canal Road

Canal View

Riverside Park

River Urie

River Don

River Don

CanalCanal

Final 20 m length reducedaverage height of 0.9 m.Assumed to have piledfoundations


0 0.2 0.40.1 Kilometers

Scottish Water WwTWWest

Scottish Water WwTWEast

Notes:All embankments given 5 m crest width and 1in 3 slopesCut off and piles assumed 0.5 m depth, moreGI information requiredEmbankments and walls are inclusive of 0.6m and 0.3 m freeboard respectively

B993 Keithhall RoadB993 Elphinstone Road

B993 Elphinstone Road


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Inverurie & Port ElphinstoneFinal Options - Option 6Figure 6.4 (4 of 4)Design Area Bii

Bridge RemovalRailwayEmbankment


RiverDon

Kirkwood Commercial Park

Mill R

oad

Canal

Crichie Circle

Railw

aylin

e:ma

inlin

e Abe

rdeen

toInv

ernes

s

0 0.25 0.50.125 Kilometers

B993 Elphinstone Road

Footbridge removal:8.8 m span3 m widthlikely to be a socialneed to replace thebridge to reconnectwell used footpath


Crest width 5 m1 in 3 slopesAssumed 0.5 m cut off depth


design area a (river urie direct defences b9170/20 souterford … · 2019. 11. 5. · sop 0.5% ap...

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