a body in the river€¦ · 3. survey channel section occupied by water at the incident time,...
TRANSCRIPT
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A Body in the River: the application of
environmental science in murder investigations
Carolyn Roberts
Specialist, UK Knowledge Transfer Network and
Frank Jackson Professor of Environment, Gresham College London
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April 1st 2015, Turnford River, Hertfordshire – another body
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April 13th 2015, Rochdale – more body parts
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Man ‘murders adopted son with scaffolding pole before trying to dump body in River Thames’ Daily Telegraph, 1st June 2015
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‘…I have been asked by the Metropolitan Police
(Serious Crime Group) to investigate the likely
movement of water through the Grand
Union Canal at Camden Lock, London, in the period leading up to 11am on Sunday 8th
October 2000, when a male body was
discovered in the water…At the time I
undertook my investigation it was
unclear how long the body had been in the
water..’
A simple case
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Undertaking an inquiry
• Understanding the task
• Assembling the evidence
• Preparing the case
• Drawing conclusions
• Presenting the case
• Satisfying the client
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Instructions can:
• Be given at short notice and require a rapid response
• Be unclear
• Require a very rapid grasp of the scientific and political context and the key issues
• Require decisions to be taken in the light of uncertainty
• Necessitate working within limited resources
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Evidence of different types
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Witness Statements ‘…as I got approximately 1/3 of the way across the main
river, I noticed what I first took to be a log floating in the river upstream of my position…As I watched, I saw some air bubbles come up around it, which aroused my curiosity…’
‘…I am a full time member of the Thames Valley Police
Underwater Search Team….There is a lot of debris on the bottom of both banks for a distance of 8 metres from the bank, ie scaffolding poles, car parts, old fridges, shopping trolleys etc…’
‘I am the resident lock keeper at Boveney Lock…On
Wednesday 19th September 2001 I set the gates to 10 feet crest, which is where the water was passing over the top of the gates. Eight of the gates were set at one foot below the surface, and…The gates remained in this position until Saturday 29th September 2001....’
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Presenting the case
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1. Entering the water
2. Decay and floatation
3. Moving with the water
4. Grounding
Building a model of bodies in rivers
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Operation WIROC
Wolverhampton Canal Hydrology and Capacity for Transporting
Human Remains
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A
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Insect bites
Mr D last sighted on 8th December 2007. Reports of body parts being seen in canal between January and March 2008.
Decomposed torso found 30th March 2008, by a walker.
Entomological evidence suggested submersion or alternating periods of exposure and submersion, or potential isolation elsewhere, prior to recovery. However, the remains were unlikely to have been exposed to the atmosphere for long.
The pathologist estimated the torso to have been in the water from between two and eight months, but more realistically three to six months.
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Experimentation with model heads: schematic
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0
100
200
300
400
500
600
700
800
900
1000
14/11/2007 03/01/2008 22/02/2008 12/04/2008 01/06/2008 21/07/2008
Cumulative count of lock openings at Wolverhampton Top Lock, from 26/11/2007 to 16/06/2008
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0
5
10
15
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25
30
35
40
45
50
26-Nov-07 03-Dec-07 10-Dec-07 17-Dec-07 24-Dec-07 31-Dec-07 07-Jan-08 14-Jan-08 21-Jan-08 28-Jan-08 04-Feb-08 11-Feb-08
Ml/day Lock 17 Wolverhampton All Data Bypass Flow Ml/d
0
2
4
6
8
10
12
14
16
18
20
1 25 49 73 97 121 145 169 193 217 241 265 289 313 337 361 385
Ml/day
Lock 17 Bypass flow, 8.15 pm 7/12/07 to end 11/12/08 Estimating likely flows
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1. Entering the water
2. Decay and floatation
3. Moving with the water
4. Grounding
Building a model of bodies in rivers
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Extent of deterioration Timescale typical for UK
‘Washerwomans’ fingers’ A few hours in cold water
Some putrefaction Begins within a few days
Wrinkled skin 1 week
Maceration and detachment of
epidermis on hands, feet and
face
2 weeks in a temperate summer,
perhaps longer if cooler
‘Bloat’ - Gas formation in
abdomen and thorax
Variable
Skeletonisation Variable
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Operation Sanderling: Birmingham
A body in two suitcases in the Birmingham Canal
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Witness Statements
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0
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1000
1500
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3500
m u
pst
ream
of
reco
very
sit
e Travel distances upstream of recovery site for suitcase 1
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100
101
102
103
104
105
106
River Levels at Calthorpe (red) and Sandwell (blue) (mAOD)
Firs
t o
bse
rvat
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of
flo
atin
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Cas
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25
4/1
9/1
0
4/2
0/1
0
4/2
1/1
0
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0
4/2
3/1
0
4/2
4/1
0
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0
4/2
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0
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8/1
0
4/2
9/1
0
4/3
0/1
0
5/1
/10
5/2
/10
5/3
/10
5/4
/10
5/5
/10
5/6
/10
5/7
/10
5/8
/10
5/9
/10
5/1
0/1
0
5/1
1/1
0
5/1
2/1
0
5/1
3/1
0
5/1
4/1
0
Saltley Total Daily Rainfall (mm)
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Knots Bearing
Windspeed and Direction at Coleshill
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6
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8
9
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Air Temperature at Frankley (Daily Average in °C)
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BBC reporting
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Bone reconstruction by the University of Warwick
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River and estuarine diatom frustules in clothing
Severn Estuary diatoms
Freshwater diatoms
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Types of pollen in clothing
Next slide is a ‘Look away moment’
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Insect infestation can establish the time of death, or whether the body has been exposed to air
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Operation KELT
Murder or accident in the River Ouse at York?
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The Ouse is a slow, turbid, wide river (c 55m in the city), engineered with smooth banks
Bootham
YORK
Ms LD last seen here, July 6th 2008
Body recovered here in 2013, c 7 miles
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0.00
50.00
100.00
150.00
200.00
250.00
300.00
350.00
400.00
450.00
m3
/s
River Ouse at Skelton, June 2008 to February 2010
Mean flow 18.8m3/s
Major event Major event
Body lost
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River Ouse flow, 6th to 11th July 2008
Ms LD last seen
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Calculating….
1. Establish flow at nearest stations, from Environment Agency data, and model any significant differences from site of investigation
2. Survey velocity and cross section at site at low flow, and using Manning’s equation, estimate channel roughness
3. Survey channel section occupied by water at the incident time, estimate water gradient and using previously calculated channel roughness, calculate mean water velocity at the time of the incident
4. Model velocity at different points in the channel at the time of the episode, based on characteristics of typical channels, and observations of this channel at low flow
5. Adjust to match relevant time of incident ….
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For conditions on 11th July a calculation can be based on Manning’s Equation
V = (R 2/3 S ½)/n,
where R is the hydraulic radius of the channel, S the water surface slope, and ‘n’ the roughness coefficient, and where R = A/(w+2D), where A is the wetted cross sectional area, w the width and D the depth of the water. This can be cross checked with alternative methodologies.
A figure of 1m/s is estimated for the 11th July.
Scaling from this, on 6th July, flow velocities close to the bank where Ms LD allegedly entered the water are likely to be well below 1m/s. However, even a velocity of 0.5 m/s can cause people to have difficulty standing upright.
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1. Entering the water
2. Decay and floatation
3. Moving with the water
4. Grounding
Building a model of bodies in rivers
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1. Entering the water
2. Decay and floatation
3. Moving with the water
4. Grounding
Building a model of bodies in rivers
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Cold Case: Operation BUTE
Baby K, missing near River Lippe at Schloss Neuhaus army base,
Paderborn, Germany, November 1981
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Site of Baby K’s disappearance
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Lippersee outline in 2010 (blue), based on satellite imagery (Google Earth 2009 base)
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Lippersee outline in 1979 (purple), based on aerial photography (GoogleEarth 2009 base)
Lippersee outline in 1982 (green), based on 1:50,000 mapping (GoogleEarth 2009 base)
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Lippersee outline in 1985 (yellow), based on aerial photography (GoogleEarth 2009 base)
Lippersee outline in 1986 (red), based on 1:25,000 mapping (GoogleEarth 2009 base)
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Lippersee outline in 2010 (blue), based on satellite imagery (Google Earth 2009 base)
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Operation
The Bure: a tidal river in Norfolk, and some crucial evidence
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River Bure, Norfolk
Body found here
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Hoveton Broad T.S. TG31651685
0
0.1
0.2
0.3
0.4
0.5
0.6
4/20
/02 9
:00
4/20
/02 2
1:00
4/21
/02 9
:00
4/21
/02 2
1:00
4/22
/02 9
:00
4/22
/02 2
1:00
4/23
/02 9
:00
4/23
/02 2
1:00
4/24
/02 9
:00
4/24
/02 2
1:00
4/25
/02 9
:00
4/25
/02 2
1:00
4/26
/02 9
:00
4/26
/02 2
1:00
4/27
/02 9
:00
4/27
/02 2
1:00
4/28
/02 9
:00
4/28
/02 2
1:00
4/29
/02 9
:00
4/29
/02 2
1:00
4/30
/02 9
:00
4/30
/02 2
1:00
5/1/
02 9
:00
5/1/
02 2
1:00
level
m
Haven Bridge TG52200750, Tidal Yare
-1.5
-1
-0.5
0
0.5
1
1.5
4/20/02 0:00 4/22/02 0:00 4/24/02 0:00 4/26/02 0:00 4/28/02 0:00 4/30/02 0:00 5/2/02 0:00
level m
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
4/27/02 12:00 4/27/02 13:00 4/27/02 14:00 4/27/02 15:00 4/27/02 16:00 4/27/02 17:00 4/27/02 18:00 4/27/02 19:00 4/27/02 20:00 4/27/02 21:00 4/27/02 22:00 4/27/02 23:00 4/28/02 0:00 4/28/02 1:00 4/28/02 2:00 4/28/02 3:00 4/28/02 4:00 4/28/02 5:00 4/28/02 6:00 4/28/02 7:00 4/28/02 8:00 4/28/02 9:00 4/28/02 10:00 4/28/02 11:00 4/28/02 12:00
Le
ve
l, m
Tidal cycles in the Bure, 27th-28th April 2002
Haven Bridge, Yare Three Mile House Acle Bridge Hoveton
-0.20
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
4/27/02 22:00 4/27/02 23:00 4/28/02 0:00 4/28/02 1:00 4/28/02 2:00 4/28/02 3:00 4/28/02 4:00 4/28/02 5:00 4/28/02 6:00 4/28/02 7:00 4/28/02 8:00 4/28/02 9:00 4/28/02 10:00 4/28/02 11:00 4/28/02 12:00
Dep
th o
f w
ate
r a
bo
ve
lo
w t
ide
lev
el, m
Reconstructed tidal cycle at site of recovery
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Figure 3. Time of peak high tide in River Bure, 27th-28th April 2002
22:5623:15
0:30
3:30
6:00
y = 9E-05x2 + 0.0019x + 37374
R2 = 0.9999
21:36
22:48
0:00
1:12
2:24
3:36
4:48
6:00
7:12
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00
Distance upstream from Vauxhall Bridge km
Time of peak, B.S.T.
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10:00 09:30
10:30
10:45
11:00
11:15
11:30
11:45
12:00
09:00
10:30 10:15 10:00 09:45 09:30 09:15
09:00 10:45
11:00
11:15
11:30
11:45
12:00
0
0.2
0.4
0.6
0.8
1
1.2
11/06/02 09:00 11/06/02 09:30 11/06/02 10:00 11/06/02 10:30 11/06/02 11:00 11/06/02 11:30 11/06/02 12:00
Haven Bridge Three Mile House
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Figure 1. Conductivity trend, 1/5/02 rising tide
0
5
10
15
20
25
30
35
40
45
50
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00
Distance upstream from Vauxhall Bridge, km
mS
cm
-1
Saline Water
Fresh Water
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‘…A more likely scenario is an earlier release time, the body travelling upstream beyond the recovery site and back downstream, lodging direct on the muddy river bed shortly before 01.50 B.S.T. I would estimate the likely time of release from Tarworks Road as 30-40 minutes before the recorded high water at Three Mile House, the body following an upstream track similar to that followed on 7th September 2002. The total travel time including the downstream element for these experimental conditions would be approximately three hours. The release time from Tarworks Road would hence be between approximately 22.40 and 22.50 B.S.T. on 27th April 2002.’
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‘On 14th October 2003 Filomeno Antonio LOPEZ was found guilty by a majority of 10 to 1 of an indictment of Murder and was sentenced to Life Imprisonment….Thank you for your assistance…’
Norfolk Constabulary, Criminal Justice Unit
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Thank You
To the
Institution of Environmental Sciences for producing some of the diagrams