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Merthyr Mawr Dune Rejuvenation Works Topographic Survey Report Kenneth Pye & Simon J. Blott Kenneth Pye Associates Ltd Report No: 96 Date: March 2014

Transcript of Merthyr Mawr Dune Rejuvenation Works Topographic Survey Report · Merthyr Mawr Dune Rejuvenation...

Merthyr Mawr Dune Rejuvenation Works Topographic Survey Report

Kenneth Pye & Simon J. Blott Kenneth Pye Associates Ltd

Report No: 96

Date: March 2014

Merthyr Mawr Dune Rejuvenation Works: Topographic Survey, March 2014

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About Natural Resources Wales

Natural Resources Wales is the organisation responsible for the work carried out by the three former organisations, the Countryside Council for Wales, Environment Agency Wales and Forestry Commission Wales. It is also responsible for some functions previously undertaken by Welsh Government.

Our purpose is to ensure that the natural resources of Wales are sustainably maintained, used and enhanced, now and in the future.

We work for the communities of Wales to protect people and their homes as much as possible from environmental incidents like flooding and pollution. We provide opportunities for people to learn, use and benefit from Wales' natural resources.

We work to support Wales' economy by enabling the sustainable use of natural resources to support jobs and enterprise. We help businesses and developers to understand and consider environmental limits when they make important decisions.

We work to maintain and improve the quality of the environment for everyone and we work towards making the environment and our natural resources more resilient to climate change and other pressures.

Published by: Natural Resources Wales Maes y Ffynnon Penrhosgarnedd Bangor LL57 2DW 0300 065 3000 © Natural Resources Wales [2014] All rights reserved. This document may be reproduced with prior permission of Natural Resources Wales Further copies of this report are available from the library Email: [email protected]

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www.naturalresourceswales.gov.uk Page iii

Evidence at Natural Resources Wales

Natural Resources Wales is an evidence based organisation. We seek to ensure that our strategy, decisions, operations and advice to Welsh Government and others are underpinned by sound and quality-assured evidence. We recognise that it is critically important to have a good understanding of our changing environment.

We will realise this vision by:

Maintaining and developing the technical specialist skills of our staff;

Securing our data and information;

Having a well resourced proactive programme of evidence work;

Continuing to review and add to our evidence to ensure it is fit for the challenges facing us; and

Communicating our evidence in an open and transparent way.

This Evidence Report series serves as a record of work carried out or commissioned by Natural Resources Wales. It also helps us to share and promote use of our evidence by others and develop future collaborations. However, the views and recommendations presented in this report are not necessarily those of NRW and should, therefore, not be attributed to NRW.

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Report series: Evidence Report

Report number: 96

Publication date: 6 May 2014

Contract number: STE0141

Contractor: Kenneth Pye Associates Ltd

Contract Manager: Dr. Emmer Litt

Title: Merthyr Mawr Dune Rejuvenation Works Topographic Survey Report

Author(s): Prof. Kenneth Pye & Dr. Simon J. Blott

Approved By: Dr. Emmer Litt

Restrictions: None

Distribution List (core)

NRW Library, Bangor

Recommended citation for this volume:

KPAL (2014b) Merthyr Mawr Dune Rejuvenation Works Topographic Survey, March 2014. NRW Evidence Report No. 96. Kenneth Pye Associates Ltd., Solihull.

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Contents About Natural Resources Wales ............................................................................................. ii

Evidence at Natural Resources Wales .................................................................................. iii

Contents ................................................................................................................................. v

1. Job Summary ................................................................................................................. 1

2. Error Checking ................................................................................................................ 2

3. Monitoring Results .......................................................................................................... 3

4. Field Photographs ........................................................................................................ 16

Data Archive Appendix ......................................................................................................... 25

Merthyr Mawr Dune Rejuvenation Works: Topographic Survey, March 2014

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1. Job Summary

KPAL Job No: 060514

Report Date: 06/05/2014

Client: Natural Resources Wales

Client Job Title: Merthyr Mawr Dune Rejuvenation Works

Survey conducted: 11th March 2014

Instruments used: Leica Viva NetRover controller and GS08 SmartAntenna mounted

on GLS30 pole (2 m)

Leica RX900 controller and ATX900 antenna mounted on GLS30

pole (2 m)

Leica GX1230 RTK base station mounted on GST20-9 tripod

Leica RX1210T Field Controller

Pacific Crest ADL Vantage radio transceiver (430-470 MHz)

No. of data points: 937

RTK Control Station: Wooden post surveyed-in using Leica Smartnet GPRS (BM1). Note

that the original wooden post (BM1) had been lost/removed since

installation in May 2013:

Easting: 286181.439 m

Northing: 176305.793 m

Height: 4.692 m OD

RTK Backup Station: Wooden signpost (BM3) 56 m NNW of Control Station above. Note

that second backup station (wooden post BM2) had been

lost/removed since installation in May 2013.

Fixed profiles: Eight existing profile lines (1-8, previously surveyed on 14 May

2013) were resurveyed and compared with data surveyed from 2008

LiDAR and 14 May 2013 ground survey. Four new profile lines (9-

12) were surveyed and compared to positions interpolated from the

DEM for 14 May 2013 and 2008 LiDAR. Six additional profile lines

(13-18) were surveyed across the newly activated area which was

not surveyed in 2013 – these data were compared with the 2008

LiDAR. Chainages along profile lines were interpolated at positions

on a straight-line between the start and finish positions from the first

survey.

Summary report

Compiled by: Simon J. Blott BSc MRes PhD FGS

Checked by: Kenneth Pye ScD PhD MA CGeol FGS

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2. Error Checking

Table 1. Average quality control for all 937 data points

1-D (height) quality control 2-D (position) quality control

Average 9.0 mm 5.6 mm

StDev 2.5 mm 1.5 mm

Table 2. Measured location of Benchmark 3 (signpost)

Easting Northing Height

Surveyed with Smartnet corrections

(14 May 2013)

286154.133

176354.702

4.698

Surveyed with Smartnet corrections

(11 March 2014)

286154.204 176354.740 4.727

Difference between May 2013 and March

2014

+71 mm +38 mm +29 mm

Surveyed with base & rover, start of survey 286154.197 176354.792 4.739

Error: -7 mm +52 mm +12 mm

Surveyed with base & rover, end of survey 286154.172 176354.820 4.736

Error: -32 mm +80 mm +9 mm

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3. Monitoring Results

Figure 1. Locations of data points (black dots) and cross-profiles (blue lines), overlaid on

2008 LiDAR and 2013 air photographs.

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0

5

10

15

20

25

30

35

0 50 100 150 200 250 300 350 400

Ele

vati

on

(m

OD

)

Distance along profile (m)

(a) Profile 1 October 2008

May 2013

March 2014

West East

track

benchmark 1

limit of blown sand

in May 2013

sand excavation

lobe ofblown sand

limit of blown sand

in March 2014

standing water in March 2014

0

5

10

15

20

25

30

35

295 315 335 355 375 395

Ele

vati

on

(m

OD

)

Distance along profile (m)

(b) Profile 1 (enlargement of blown sand lobe ateastern end of profile)

October 2008

May 2013

March 2014

West East

lobe ofblown sand

limit of blown sand

in May 2013

limit of blown sand

in March 2014

Figure 2. Cross-profiles, at the locations indicated in Figure 1, measured from the ground

surveys on 14 May 2013 and 11 March 2014, and LiDAR aerial survey in October 2008. Note

that the horizontal and linear scales vary considerably.

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0

5

10

15

20

25

30

35

0 10 20 30 40 50 60 70 80

Ele

vati

on

(m

OD

)

Distance along profile (m)

(c) Profile 2 October 2008

May 2013

March 2014

West East

lobe ofblown sand

limit of blown sand

in May 2013

limit of blown sand

in March 2014

0

2

4

6

8

10

12

14

16

18

20

0 20 40 60 80 100 120 140

Ele

vati

on

(m

OD

)

Distance along profile (m)

(d) Profile 3 October 2008

May 2013

March 2014

North South

placement of sand and turf to produce

new ridge

placement of sand and turf to produce

new ridge

vegetation stripping and excavation of sand in May 2013

further excavation of sand for use in new reactivation area in

March 2014

standing water in March 2014

Figure 2. continued.

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0

2

4

6

8

10

12

14

16

18

20

0 20 40 60 80 100 120 140

Ele

vati

on

(m

OD

)

Distance along profile (m)

(e) Profile 4 October 2008

May 2013

March 2014

North South

vegetation stripping and excavation of sand

vegetation stripping

placement of sand and turf to produce

new ridge

6

8

10

12

14

16

18

20

22

24

26

28

30

0 10 20 30 40 50 60 70 80 90 100

Ele

vati

on

(m

OD

)

Distance along profile (m)

(f) Profile 5 October 2008

May 2013

March 2014

North South

vegetation stripping

vegetateddune

limit of vegetation stripping

limit of vegetation stripping

slumped and blown sand

Figure 2. continued.

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10

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28

30

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34

0 10 20 30 40 50 60 70 80 90 100

Ele

vati

on

(m

OD

)

Distance along profile (m)

(g) Profile 6 October 2008

May 2013

March 2014

North South

sand excavation /deflation

vegetation stripping

slumped and blown sand

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21

22

23

24

25

26

27

28

29

30

31

32

33

34

0 5 10 15 20 25 30

Ele

vati

on

(m

OD

)

Distance along profile (m)

(h) Profile 7 October 2008

May 2013

March 2014

North South

sand deflation between 2008 and 2013,

continuing to March 2014

Figure 2. continued.

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0

1

2

3

4

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6

7

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9

10

11

12

13

14

0 20 40 60 80 100 120 140 160 180 200

Ele

vati

on

(m

OD

)

Distance along profile (m)

(i) Profile 8 October 2008

May 2013

March 2014

West East

vegetation stripping

limit of vegetation stripping

lobe ofblown sand

track

benchmark 3

0

1

2

3

4

5

6

7

8

9

10

11

12

0 10 20 30 40 50 60 70 80

Ele

vati

on

(m

OD

)

Distance along profile (m)

(j) Profile 9 October 2008

May 2013

March 2014

North South

excavation of sand for use in new reactivation

area in March 2014

Figure 2. continued.

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0

1

2

3

4

5

6

7

8

9

10

11

12

0 20 40 60 80 100 120

Ele

vati

on

(m

OD

)

Distance along profile (m)

(k) Profile 10

October 2008

May 2013

March 2014

West East

excavation of sand for use in new reactivation

area in March 2014

0

1

2

3

4

5

6

7

8

9

10

11

12

13

0 10 20 30 40 50 60 70

Ele

vati

on

(m

OD

)

Distance along profile (m)

(l) Profile 11 October 2008

May 2013

March 2014

North South

excavation of sand for use in new reactivation

area in March 2014

standing water in March 2014

Figure 2. continued.

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0

1

2

3

4

5

6

7

8

9

10

11

12

0 10 20 30 40 50 60 70 80 90 100

Ele

vati

on

(m

OD

)

Distance along profile (m)

(m) Profile 12

October 2008

May 2013

March 2014West East

excavation of sand for use in new reactivation

area in March 2014

0

1

2

3

4

5

6

7

8

9

10

11

12

0 10 20 30 40 50 60 70 80 90 100 110 120 130

Ele

vati

on

(m

OD

)

Distance along profile (m)

(n) Profile 13

October 2008

March 2014

West East

creation of new dune ridge

woodenpost

Figure 2. continued.

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0

1

2

3

4

5

6

7

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9

10

11

12

0 10 20 30 40 50 60 70

Ele

vati

on

(m

OD

)

Distance along profile (m)

(o) Profile 14

October 2008

March 2014

North South

creation of new dune ridge

0

1

2

3

4

5

6

7

8

9

10

11

12

0 5 10 15 20 25 30 35 40 45

Ele

vati

on

(m

OD

)

Distance along profile (m)

(p) Profile 15 October 2008

March 2014

North South

creation of new dune ridge

Figure 2. continued.

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0

1

2

3

4

5

6

7

8

9

10

11

12

0 5 10 15 20 25 30 35 40 45

Ele

vati

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(m

OD

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Distance along profile (m)

(q) Profile 16 October 2008

March 2014

North South

creation of new dune ridge

0

1

2

3

4

5

6

7

8

9

10

11

12

0 5 10 15 20 25 30 35

Ele

vati

on

(m

OD

)

Distance along profile (m)

(r) Profile 17 October 2008

March 2014

North South

creation of new dune ridge

Figure 2. continued.

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0

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2

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8

9

10

11

12

0 10 20 30 40 50 60 70 80 90 100 110 120

Ele

vati

on

(m

OD

)

Distance along profile (m)

(s) Profile 18

October 2008

March 2014

North South

creation of new dune ridge

woodenpost (BM1)

Figure 2. continued.

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Figure 3. Digital elevation model of the restoration works site surveyed on 11 March 2014,

with the black line indicating the limit of the survey. The areas outside the black line are taken

from the LiDAR survey flown in October 2008.

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Figure 4. Change in elevation between the ground surveys on 13 May 2013 and 11 March

2014.

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4. Field Photographs

Taken 11 March 2014

Figure 7. Locations of field photographs. Numbers indicate photograph numbers, while

arrows indicate the direction of the photograph

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Photograph 1. Central axis of the dune, looking east

Photograph 2. View looking west from the upwind end of the deflation corridor

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Photograph 3. The western arm of the dune, looking eastward

Photograph 4. The western arm of the dune, looking westward

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Photograph 5. The western arm of the dune, looking southeast towards the crest

Photograph 6. The western side of the dune ‘nose’, looking southeast

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Photograph 7. The crest of the active slip face at the dune ‘nose’, with surface covering of fine gravel

megaripples

Photograph 8. View eastwards over the Ogmore valley from the south side of the dune crest

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Photograph 9. View westwards from the dune crest along the axis of the dune

Photograph 10. View west along the western arm of the dune; second phase works visible in the left hand

distance

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Photograph 11. The eastern arm of the dune, looking westwards; gravel surface lag evident

Photograph 12. View towards the south from the seaward end of the eastern arm; Phase II works in top right

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Photograph 13. View north-eastwards across the Phase II works

Photograph 14. The slip face of the PHade II works, looking north

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Photograph 15. The eastern side of the Phase II works, showing slip faces

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Data Archive Appendix Data outputs associated with this project are archived at ‘Newborough Warren Dune Restoration; project 419, media 1491’ on server–based storage at Natural Resources Wales.

The data archive contains:

[A] The final report in Microsoft Word and Adobe PDF formats.

[B] An Excel file named (Merthyr Mawr Survey 11-03-2014.xls) of data points (x,y,z)

Metadata for this project is publicly accessible through Natural Resources Wales’ Library Catalogue http://libcat.naturalresources.wales/webview/ (English Version) and http://libcat.naturalresources.wales/cnc/ (Welsh Version) by searching ‘Dataset Titles’. The metadata is held as record no [115843]

DO NOT DELETE THE SECTION BREAK BELOW

Published by: Natural Resources Wales Maes y Ffynnon Penrhosgarnedd Bangor LL57 2DW 0300 065 3000 © Natural Resources Wales [2014] All rights reserved. This document may be reproduced with prior permission of Natural Resources Wales Further copies of this report are available from the library Email: [email protected]