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Grunt Productions 2006
Tides and TidalTides and Tidal
StreamsStreams
Using Admiralty TidalUsing Admiralty Tidal
PublicationsPublications
A brief by Lance GrindleyA brief by Lance Grindley
Grunt Productions 2006
“Everyone can just put down their loot and plunder
- Sven here has something to say to us all!”
Grunt Productions 2006
NWC AssessmentNWC Assessment
 Award of MCA certification is subject toAward of MCA certification is subject to
successful completion of writtensuccessful completion of written
examination in “Tides and Times”.examination in “Tides and Times”.
 Criteria for evaluating competence -Criteria for evaluating competence -
“Calculations and measurement of“Calculations and measurement of
navigational information are accurate.”navigational information are accurate.”
 Use Tide Tables to work out height ofUse Tide Tables to work out height of
tide at any place or time a chosentide at any place or time a chosen
height is achieved.height is achieved.
Grunt Productions 2006
Range of LessonRange of Lesson
 Calculating heights and depths fromCalculating heights and depths from
levels and datums.levels and datums.
 Calculating predicted heights for anyCalculating predicted heights for any
Standard Port (European and Non-Standard Port (European and Non-
European)European)
 Calculating predicted heights forCalculating predicted heights for
European and Non-European SecondaryEuropean and Non-European Secondary
Ports (including Solent)Ports (including Solent)
 Calculating tidal streams using tidalCalculating tidal streams using tidal
diamonds and Tidal Stream Atlasesdiamonds and Tidal Stream Atlases
Grunt Productions 2006
IntroductionIntroduction
Basic principles of tides.Basic principles of tides.
The tide raising forces ofThe tide raising forces of
the Moon and the Sun.the Moon and the Sun.
Grunt Productions 2006
The Earth-Moon SystemThe Earth-Moon System
Moon
Earth
Gravitational
Attraction
Barycentre
Grunt Productions 2006
Daily Tidal PeriodDaily Tidal Period
Moon
Earth
Start - HW
+ 6 hours
+ 12 hours
+ 18 hours
+ 24 hours
+ 25 hours
Grunt Productions 2006
Tidal PeriodTidal Period
 The Lunar Day lasts just under 25The Lunar Day lasts just under 25
hours.hours.
 In each period of 24 hours there willIn each period of 24 hours there will
be two HW and two LW.be two HW and two LW.
 Each HW and LW will occurEach HW and LW will occur
approximately 6 hours 10 minutesapproximately 6 hours 10 minutes
after each other.after each other.
 The predicted times of HW and LW getThe predicted times of HW and LW get
progressively later each day by aboutprogressively later each day by about
one hour.one hour.
Grunt Productions 2006
The Sun-Moon SystemThe Sun-Moon System
New MoonNew Moon
Moon
Earth
Lunar Tide
Solar Tide
Grunt Productions 2006
The Sun-Moon SystemThe Sun-Moon System
Full MoonFull Moon
Moon
Earth
Grunt Productions 2006
The Sun-Moon SystemThe Sun-Moon System
First/Last QuarterFirst/Last Quarter
Moon
Earth
Moon
Grunt Productions 2006
Spring and Neap TidesSpring and Neap Tides
 In each Lunar Month there will be a NewIn each Lunar Month there will be a New
Moon and a Full Moon.Moon and a Full Moon.
 At this period the range will be aAt this period the range will be a
maximum range which is called a Springmaximum range which is called a Spring
Tide.Tide.
 The Moon will also pass two period ofThe Moon will also pass two period of
quadrature and the range will be aquadrature and the range will be a
minimum which is called a Neap Tide.minimum which is called a Neap Tide.
 Tides of this pattern are called Semi-Tides of this pattern are called Semi-
Diurnal Tides and occur throughout theDiurnal Tides and occur throughout the
Atlantic region.Atlantic region.
Grunt Productions 2006
Tidal PredictionTidal Prediction
 Admiralty Tide Tables (4 volumes)Admiralty Tide Tables (4 volumes)
 Volume 1 UK and Channel CoastVolume 1 UK and Channel Coast
 Volume 2 European and AtlanticVolume 2 European and Atlantic
WatersWaters
 Volume 3 Indian OceanVolume 3 Indian Ocean
 Volume 4 Pacific Ocean.Volume 4 Pacific Ocean.
Grunt Productions 2006
Limits of Tide TablesLimits of Tide Tables
Grunt Productions 2006
Heights and DatumsHeights and Datums
 All depths and drying heights areAll depths and drying heights are
measured from the Chart Datum.measured from the Chart Datum.
 Chart Datum is usually set at LATChart Datum is usually set at LAT
 Tidal levels LAT, MLWS, MLWN, MSL,Tidal levels LAT, MLWS, MLWN, MSL,
MHWN, MHWS and HAT are given asMHWN, MHWS and HAT are given as
heights above Chart Datum.heights above Chart Datum.
 All heights are measured from MHWS.All heights are measured from MHWS.
Grunt Productions 2006
TidalTidal
LevelsLevels
andand
DatumsDatums
DATUM FOR HEIGHTS
DATUM FOR DEPTHS
LAND LEVELLING
DATUM
Grunt Productions 2006
Tidal DatumsTidal Datums
MHWS
Chart Datum
MLWS
MHWN
MLWN
HAT
LAT
MSL
Grunt Productions 2006
Mean Spring RangeMean Spring Range
MHWS
Chart Datum
MLWSMean Spring Range
Grunt Productions 2006
Charted HeightCharted Height
MHWS
Chart Datum
Charted
Height
Height
above
waterline
Height of TideHeight of Tide
Height of MHWSHeight of MHWS
above Chartabove Chart
DatumDatum
Grunt Productions 2006
Underkeel ClearanceUnderkeel Clearance
DraughtDraughtHeightHeight
of Tideof Tide
Charted DepthCharted Depth
Tide + Depth - DraughtTide + Depth - Draught
Chart DatumChart Datum
Grunt Productions 2006
Minimum Clearance 2mMinimum Clearance 2m
DraughtDraught
MinimumMinimum
Height of TideHeight of Tide
Charted DepthCharted Depth 2m minimum2m minimum
Chart DatumChart Datum
Grunt Productions 2006
Masthead ClearanceMasthead Clearance
MaximumMaximum
Height of TideHeight of Tide
MHWS
Charted HeightCharted HeightMasthead ClearanceMasthead Clearance
Chart DatumChart Datum
MastheadMasthead
HeightHeight
Grunt Productions 2006
ExampleExample
 Port of MILFORD HAVENPort of MILFORD HAVEN
 Power cable with charted height 24mPower cable with charted height 24m
 Minimum charted depth 4mMinimum charted depth 4m
 Vessel details:Vessel details: - masthead height- masthead height
22m22m
 - draught 6m.- draught 6m.
 Clearances:Clearances: - masthead 3m- masthead 3m
 - underkeel 2m- underkeel 2m
Grunt Productions 2006
DiagramDiagram
Cable
Seabed
22m
6m Chart Datum
4m
HoT
MHWS
7m
24m
3m
2m
4m6m
Grunt Productions 2006
Max/min height of tideMax/min height of tide
 Minimum HoTMinimum HoT = 6m+2m-4m == 6m+2m-4m = 44
metresmetres
 Maximum HoTMaximum HoT = 24m+7m-= 24m+7m-
(22m+3m)(22m+3m)
 31m - 25m =31m - 25m = 66
metresmetres
 Height of tide must lie between 4Height of tide must lie between 4
and 6 metresand 6 metres
Grunt Productions 2006
The Tidal CurveThe Tidal Curve
Time
Height
of
Tide
Chart
Datum
HW
Predicted Height
LW
Range of
Tide
Duration
Rise of
Tide
LW
Interval
Height
of Tide
Grunt Productions 2006
Express Range as PercentageExpress Range as Percentage
 Difference between the Mean NeapDifference between the Mean Neap
Range and the Mean Spring Range isRange and the Mean Spring Range is
100%.100%.
 Any range can be expressed as aAny range can be expressed as a
percentage increase from the MNR.percentage increase from the MNR.
 Example (Portsmouth) MSR 3.9m MNRExample (Portsmouth) MSR 3.9m MNR
1.9m1.9m
 Difference of 2.0m represents 100%Difference of 2.0m represents 100%
SpringsSprings

Range of 3.0m is 3.0-1.9/2.0 =Range of 3.0m is 3.0-1.9/2.0 =
1.1/2.0 = 55%1.1/2.0 = 55%
Grunt Productions 2006
Hourly PredictionsHourly Predictions
 Found in ATT Volume 1 Part 1aFound in ATT Volume 1 Part 1a
 Eight ports are included:Eight ports are included:
 Plymouth; Poole Harbour;Plymouth; Poole Harbour;
Southampton; Portsmouth;Southampton; Portsmouth;
Rosyth; Liverpool; Avonmouth;Rosyth; Liverpool; Avonmouth;
St. HelierSt. Helier
Grunt Productions 2006
European PortsEuropean Ports
Grunt Productions 2006
PublicationsPublications
 Admiralty Tide Tables Volume 1Admiralty Tide Tables Volume 1
(United Kingdom and Ireland)(United Kingdom and Ireland)
(Including European Channel Ports).(Including European Channel Ports).
 Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2
(Europe excluding United Kingdom(Europe excluding United Kingdom
and Ireland) Mediterranean Sea andand Ireland) Mediterranean Sea and
Atlantic Ocean.Atlantic Ocean.
 Admiralty List of Radio SignalsAdmiralty List of Radio Signals
Volume 2 (Radio Time Signals).Volume 2 (Radio Time Signals).
Grunt Productions 2006
Standard PortsStandard Ports
 List of ports inside front cover of ATT.List of ports inside front cover of ATT.
 Predictions are given in thePredictions are given in the OfficialOfficial
Standard TimeStandard Time for the country. (Thisfor the country. (This
happens to be Universal Time in the Unitedhappens to be Universal Time in the United
Kingdom.)Kingdom.)
 If necessary times must be adjusted forIf necessary times must be adjusted for
Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one
hour ahead of standard time.hour ahead of standard time.
 First page of standard port predictions willFirst page of standard port predictions will
be the tidal curve unique to that port.be the tidal curve unique to that port.
Grunt Productions 2006
Tidal Curve - DoverTidal Curve - Dover
+1 +2 +3 +4 +5 +6HW-1-2-3-4-5
0 4 862
0 42 6
MEAN RANGES
Springs 6.0m
Neaps 3.2m
DOVER
Grunt Productions 2006
Tidal Curve - SouthamptonTidal Curve - Southampton
+1 +2 +3 +4 +5 +6LW-1-2-3-4-5
0 2 431
0 21 3
MEAN RANGES
Springs 4.0m
Neaps 1.9m
SOUTHAMPTON
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Grunt Productions 2006
Portsmouth PredictionsPortsmouth Predictions
ENGLAND - PORTSMOUTH
Lat 50°48’N Long 1°07’W
TIME ZONE UT (GMT) TIMES AND HEIGHTS OF HIGH AND LOW WATERS YEAR 1998
JUNE JULY
Time m Time m Time m Time m
0338 4.1 0301 4.3 0458 0.8 0435 0.9
1 0911 1.4 16 0838 1.1 1 1144 4.8 16 1119 4.6
1819 4.1 1543 4.4 1723 0.6 1657 0.7M
2140 1.7
F
2109 1.3
M TU
• 2347 4.7
0427 3.9 0356 4.2 0015 4.8 0515 0.8
2 1008 1.6 17 0937 1.3 2 0539 0.8 17 1200 4.6
1715 4.0 1641 4.3 1227 4.7 1738 0.6TU
2244 1.8
SA
2213 1.4
TU
1803 0.6
W
0527 3.7 0459 4.1 0056 4.7 0027 4.7
3 1114 1.8 18 1044 1.3 3 0618 0.8 18 0555 0.6
1819 3.9 1747 4.3 1306 4.7 1242 4.7W
2354 1.9
SU
2324 1.5
W
1840 0.7
TH
1817 0.5
0638 3.7 0609 4.1 0133 4.7 0108 4.8
4 1221 1.8 19 1157 1.3 4 0654 0.9 19 0635 0.6
1924 4.0 1857 4.3 1343 4.5 1324 4.7TH M TH
1914 0.8
F
1857 0.5
0058 1.8 0037 1.4 0208 4.6 0150 4.8
5 0746 3.8 20 0722 4.2 5 0728 1.1 20 0716 0.6
1320 1.7 1307 1.2 1419 4.4 1407 4.7F
2019 4.1
SA
2003 4.5
F
1946 1.0
SA
1939 0.6
0151 1.6 0144 1.2 0243 4.5 0233 4.7
6 0841 3.9 21 0830 4.3 6 0802 1.3 21 0800 0.8
1408 1.5 1409 1.1 1455 4.2 1452 4.5TU
2105 4.2
SU
2103 4.6
SA
2019 1.2
SU
2023 0.8
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth
5 June
1100
A
0746 3.8m1320 1.7m 2.1m
0846A
10% Sp
Grunt Productions 2006
Tidal Curve - PortsmouthTidal Curve - Portsmouth
HW +1 +2 +3 +4 +5-1-2-3-4-5-6
0 2 43 51
0 21 3
MEAN RANGES
Springs 3.9m
Neaps 1.9m
PORTSMOUTH
0846A
HW 3.8m
1100ALW 1.7m
3.3m
Grunt Productions 2006
Secondary PortsSecondary Ports
 Times and heights are obtained byTimes and heights are obtained by
applying time and height differences toapplying time and height differences to
Standard Port predictions.Standard Port predictions.
 Obtain Port Number from GeographicalObtain Port Number from Geographical
Index at back of ATT.Index at back of ATT.
 Use Part II (page 300-323) to obtain:Use Part II (page 300-323) to obtain:
 Standard PortStandard Port
 Secondary Port time ZoneSecondary Port time Zone

Secondary Port differencesSecondary Port differences..
Grunt Productions 2006
ExampleExample
 Find out what time the height of tideFind out what time the height of tide
will first rise to 5.0 metres atwill first rise to 5.0 metres at
WATCHET (531) on 26th July, 1989.WATCHET (531) on 26th July, 1989.
 Page 2A-102 for Secondary PortPage 2A-102 for Secondary Port
Differences.Differences.
Grunt Productions 2006
Secondary Port DifferencesSecondary Port Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Avonmouth 5.0m
Watchet 26 Jul A
0858 12.8m0328 1.1m 11.7m
92% Sp
Grunt Productions 2006
High Water DifferencesHigh Water Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
1400 - 0858 - 0800
-0035 -0050
-48 min
Grunt Productions 2006
Interpolation of HW TimesInterpolation of HW Times
0800 0900 1000 1100 1200 1300 1400
Times of HW at Bristol
Watchet Differences
-50 min -35 min-48m --45m -43m -40m -38m
Grunt Productions 2006
Low Water DifferencesLow Water Differences
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
0300 - 0328 - 0800
-0145 -0040
-0138
Grunt Productions 2006
Interpolation of LW TimesInterpolation of LW Times
0300 0400 0500 0600 0700 0800
Times of LW at Bristol
Watchet Differences
-105m -92m --79m -66m -53m -40m
Grunt Productions 2006
High Water CorrectionHigh Water Correction
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
12.8m
13.2m 9.8m
-1.9m -1.5m
-1.9m -1.8m -1.7m -1.6m -1.5m
13.2m 12.4m 11.5m 10.7m 9.8m
Grunt Productions 2006
Low Water CorrectionLow Water Correction
WALES; ENGLAND, WEST COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0200 0800 0300 0800
523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0
(AVONMOUTH) …(see page 158) 1400 2000 1500 2000
531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
1.1m
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Avonmouth 5.0m
Watchet 26 Jul A
0858 12.8m0328 1.1m 11.7m
-0048 -0138 -1.9m +0.1m
0810Z 0150Z 10.9m 1.2m
0910A
92% Sp
Grunt Productions 2006
Tidal Curve - AvonmouthTidal Curve - Avonmouth
+1 +2 +3 +4 +5 +6HW-1-2-3-4-5
0 4 862
0 42 6
MEAN RANGES
Springs 12.2m
Neaps 6.0m
AVONMOUTH
10 12 14
0910A0550A
Grunt Productions 2006
Solent PortsSolent Ports
 Times and heights are obtained byTimes and heights are obtained by
applying time and heightapplying time and height
differences to PORTSMOUTH.differences to PORTSMOUTH.
 All ports 37 to 70 are listed onAll ports 37 to 70 are listed on
pages 323/324 (2A-90).pages 323/324 (2A-90).
 Curves listed on pages xxii to xxivCurves listed on pages xxii to xxiv
using separate curves for eachusing separate curves for each
group of ports.group of ports.
 Curves are based on Low Water.Curves are based on Low Water.
 Obtain differences in the normalObtain differences in the normal
way.way.
Grunt Productions 2006
Stansore Point CurveStansore Point Curve
LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5
50 1 2 3 4
Bucklers Hard
Stansore Point
Lee
Folly Inn
Newport
Range at Portsmouth
Sp 3.9m
Np 1.9m
Grunt Productions 2006
Lymington/Yarmouth CurveLymington/Yarmouth Curve
LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5
50 1 2 3 4
Lymington
Yarmouth
Range at Portsmouth
Sp 3.9m
2.6m
Np 1.9m
Grunt Productions 2006
ExampleExample
 What time will the height of tide firstWhat time will the height of tide first
rise to 3.0 metres at STANSORErise to 3.0 metres at STANSORE
POINT on 2 June?POINT on 2 June?
 Portsmouth predictions LW 2140Portsmouth predictions LW 2140
1.7m, HW 0427 3.9m1.7m, HW 0427 3.9m
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth 3.0m
Stansore Pt 2 Jun A
0427Z 2140Z 3.9m 1.7m 2.2m
15%Sp
Grunt Productions 2006
Solent Port DifferencesSolent Port Differences
ENGLAND, SOUTH COAST
No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES)
Lat Long High Water Low Water MHWS MHWN MLWN MLWS
N W Zone UT (GMT)
0000 0600 0500 1100
65 PORTSMOUTH and and and and 4.7 3.8 1.9 0.8
1200 1800 1700 2300
37 Bournemouth 50 43 1 52 -0240 +0055 -0050 -0030 -2.7 -2.2 -0.8 -0.3
38 Christchurch 50 43 1 45 -0230 +0030 -0035 -0035 -2.9 -2.4 -1.2 -0.2
39 Hurst Point 50 42 1 33 -0115 -0005 -0030 -0025 -2.0 -1.5 -0.5 -0.1
40 Lymington 50 46 1 32 -0110 +0005 -0020 -0020 -1.7 -1.2 -0.5 -0.1
43 Stansore Point 50 47 1 21 -0050 -0010 -0005 -0010 -0.9 -0.6 -0.2 -0.0
Isle of Wight
45 Yarmouth 50 42 1 30 -0105 +0005 -0025 -0030 -1.6 -1.3 -0.4 0.0
46 Totland Bay 50 41 1 33 -0130 -0045 -0040 -0040 -2.0 -1.5 -0.5 0.1
48 Freshwater 50 40 1 31 -0210 +0025 -0040 -0020 -2.1 -1.5 -0.4 0.0
51 Ventnor 50 36 1 12 -0025 -0030 -0025 -0030 -0.8 -0.6 -0.2 +0.2
53 Sandown 50 39 1 09 0000 +0005 =0010 +0025 -0.6 -0.5 -0.2 0.0
53a Foreland (Slip) 50 41 1 04 -0005 0000 +0005 +0010 -0.1 -0.1 0.0 +0.1
54 Bembridge Hbr 50 42 1 06 -0010 +0005 +0020 0000 -1.6 -1.5 -1.4 -0.6
58 Ryde 50 44 1 07 -0010 +0010 -0005 -0010 -0.2 -0.1 0.0 +0.1
Grunt Productions 2006
Interpolation of HW TimesInterpolation of HW Times
0000 0100 0200 0300 0400 0500 0600
Times of HW at Portsmouth
Stansore Point Differences
-50 min -10 min-43m --37m -30m -23m -17m
0427
-20m
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Portsmouth 3.0m
Stansore Pt 2 Jun A
0427Z 2140Z 3.9m 1.7m 2.2m
15%Sp
-0020 -0009 -0.6m -0.2m
0407Z 2131Z 3.3m 1.5m
2231A
Grunt Productions 2006
Stansore Point CurveStansore Point Curve
LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5
50 1 2 3 4
Bucklers Hard
Stansore Point
Lee
Folly Inn
Newport
Range at Portsmouth
Sp 3.9m
Np 1.9m
2231A
0415A
Grunt Productions 2006
Non-European PortsNon-European Ports
Grunt Productions 2006
PublicationsPublications
 Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2
(Europe excluding United Kingdom and(Europe excluding United Kingdom and
Ireland) Mediterranean Sea and AtlanticIreland) Mediterranean Sea and Atlantic
Ocean.Ocean.
 Admiralty Tide Tables Volume 3 (IndianAdmiralty Tide Tables Volume 3 (Indian
Ocean and South China Sea) & VolumeOcean and South China Sea) & Volume
4 Pacific Ocean) (including TS Tables)4 Pacific Ocean) (including TS Tables)
 Admiralty List of Radio Signals VolumeAdmiralty List of Radio Signals Volume
2 (Radio Time Signals).2 (Radio Time Signals).
Grunt Productions 2006
Standard PortsStandard Ports
 List of standard ports inside front coverList of standard ports inside front cover
of ATT.of ATT.
 Predictions are given in thePredictions are given in the StandardStandard
Time ZoneTime Zone for the country.for the country.
 If necessary times must be adjusted forIf necessary times must be adjusted for
Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one
hour ahead of standard time.hour ahead of standard time.
 Use standard tidal curve drawn forUse standard tidal curve drawn for
duration between 5 and 7 hours..duration between 5 and 7 hours..
Grunt Productions 2006
Standard Tidal CurveStandard Tidal Curve
+1 +2 +3 +4 +5 +6HW-1-2-3-4-5
0
0
4
2
8
4
6
3
2
1
0
0
2
4
1
2
3
6
+7-6-7
10
5
12
6
14
7
Grunt Productions 2006
ExampleExample
 Calculate the height of tide at 0900Calculate the height of tide at 0900
on 9th April at SINGAPORE.on 9th April at SINGAPORE.
 Page 2C-33 (Extract from Volume 3)Page 2C-33 (Extract from Volume 3)
 HW 1011 2.5m LW 0407 1.1mHW 1011 2.5m LW 0407 1.1m
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Singapore 0900
-89 Apr
1011(-8) 0407(-8) 2.5m 1.1m 1.4m
6h 04m
-
Grunt Productions 2006
Standard Tidal CurveStandard Tidal Curve
+1 +2 +3 +4 +5 +6HW-1-2-3-4-5
0
0
4
2
8
4
6
3
2
1
0
0
2
4
1
2
3
6
+7-6-7
10
5
12
6
14
7
1011(-8)
2.4m
Grunt Productions 2006
Seasonal ChangesSeasonal Changes
Usually caused by meteorological trends orUsually caused by meteorological trends or
effect of river water on height of tide.effect of river water on height of tide.
See notes on page 2B-7.See notes on page 2B-7.
ATT Standard Port predictions alwaysATT Standard Port predictions always
includeinclude expected seasonal changes so noexpected seasonal changes so no
correction is required.correction is required.
When comparing the standard portWhen comparing the standard port
predicted height with mean levels the effectpredicted height with mean levels the effect
of seasonal variations should beof seasonal variations should be removed.removed.
Grunt Productions 2006
Secondary PortsSecondary Ports
Having removed the effect of seasonalHaving removed the effect of seasonal
change for the standard port, the effect ofchange for the standard port, the effect of
seasonal change must be included in theseasonal change must be included in the
secondary port prediction.secondary port prediction.
Tidal prediction forms (box 6) should beTidal prediction forms (box 6) should be
used to remove standard port seasonalused to remove standard port seasonal
change (change sign) and include secondarychange (change sign) and include secondary
port change (box 11) to calculate finalport change (box 11) to calculate final
heights.heights.
Grunt Productions 2006
Secondary PortsSecondary Ports
 Method is similar to EuropeanMethod is similar to European
Secondary Ports but time differencesSecondary Ports but time differences
not interpolated.not interpolated.
 Use sinusoidal curves as for standardUse sinusoidal curves as for standard
port.port.
 Times zones do not need adjustmentTimes zones do not need adjustment
except for Daylight Saving Time (DST).except for Daylight Saving Time (DST).
 Seasonal changes are more likely andSeasonal changes are more likely and
should be incorporated.should be incorporated.
 Use standard tidal curve drawn forUse standard tidal curve drawn for
duration between 5 and 7 hours.duration between 5 and 7 hours.
Grunt Productions 2006
ExampleExample
 Calculate at what time after 0600Calculate at what time after 0600
local, the height of tide will first falllocal, the height of tide will first fall
to 2.0 metres at BROTHERS LIGHTto 2.0 metres at BROTHERS LIGHT
(4766a) on 11th August?(4766a) on 11th August?
Grunt Productions 2006
Brother’s Lt - DifferencesBrother’s Lt - Differences
SUMATERA, NORTH EAST COAST
No PLACE TIME DIFF HEIGHT DIFF (MTRS)
Lat Long MHW MLW MHWS MHWN MLWN MLWS
N E (Zone –0700)
4718 SINGAPORE (see page 111) 2.8 2.1 1.2 0.5
Mandol
4764 Bandong 0 32 103 18 -0007 -0007 +0.9 +0.5 +0.4 0.0
Gelam Strait
4765 Tanjungbalai 0 59 103 26 -0051 -0051 +0.1 -0.1 +0.1 0.0
4766 Kenipaan 0 55 103 20 -0035 -0035 +0.1 +0.1 -0.2 -0.2
4766a Iyu Kecil (Brothers Light) 1 11 103 21 -0108 -0035 +0.2 +0.1 0.0 -0.1
Seasonal Changes in Mean Level
No. Jan 1 Feb 1 Mar 1 Apr 1 May 1 Jun 1 Jul 1 Aug 1 Sep 1 Oct 1 Nov 1 Dec 1
4663-4686 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 0.0 0.0 0.0
4695 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 +0.1 +0.1 0.0
4704 0.0 -0.1 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0
4718-4749 +0.1 0.0 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1
4751-4763 +0.1 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1
4764-4783 0.0 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0
4784-4795 -0.1 -0.2 -0.2 -0.1 0.0 +0.1 +0.1 +0.1 0.0 +0.1 +0.1 0.0
Grunt Productions 2006
Tidal Prediction FormTidal Prediction Form
STANDARD PORT……………………TIME/HEIGHT REQUIRED…………
SECONDARY PORT…………………..DATE…..……….TIME ZONE……...
STANDARD PORT
TIMES HEIGHTS
HW LW HW LW RANGE
Seasonal Change
Seasonal Change
SECONDARY PORT
Duration/DST
Standard Port -
Secondary Port +
Singapore 2.0m
-711 AugBrothers Lt
1335 1935 2.6m 0.6m 2.0m
+0.1m +0.1m
-0108 -0035 +0.2m -0.1m
0.0m 0.0m
1227 1900 2.9m 0.6m
6hr 33min
Grunt Productions 2006
Standard Tidal CurveStandard Tidal Curve
+1 +2 +3 +4 +5 +6HW-1-2-3-4-5
0
0
4
2
8
4
6
3
2
1
0
0
2
4
1
2
3
6
+7-6-7
10
5
12
6
14
7
1227(-7)
2.0m
1515(-7)
Grunt Productions 2006
Tidal StreamsTidal Streams
Grunt Productions 2006
Visual Evidence of StreamVisual Evidence of Stream
Grunt Productions 2006
Sources of Tidal Stream DataSources of Tidal Stream Data
 Tidal diamonds on chartsTidal diamonds on charts
 Admiralty Tidal Stream AtlasesAdmiralty Tidal Stream Atlases
 Sailing DirectionsSailing Directions
 Tidal Streams in the Approaches to HMTidal Streams in the Approaches to HM
Naval Bases (NP 167)Naval Bases (NP 167)
 Gibraltar Straits Surface and Sub-Gibraltar Straits Surface and Sub-
surface Water Movements (NP 629)surface Water Movements (NP 629)
 Admiralty Tide Tables Vol III & IVAdmiralty Tide Tables Vol III & IV
Grunt Productions 2006
Tidal DiamondTidal Diamond
201746Z
3.3
Grunt Productions 2006
Tidal DiamondsTidal Diamonds
Tidal Streams referred to HW at PORTSMOUTH
Hours
Geographical
Position
50°33.9’N
1°29.2’W
50°35.9’N
1°22.9’W
50°30.4’N
1°16.6’W
50°33.5’N
1°16.6’W
6 094 1.9 0.9 129 1.3 0.6 084 1.2 0.6 072 2.3 1.2 -6
5 100 2.3 1.2 127 1.7 0.9 100 3.6 1.8 070 3.7 1.8 -5
4 102 2.7 1.3 125 1.8 0.9 100 4.5 2.2 080 3.3 1.6 -4
3 101 2.5 1.2 120 1.4 0.7 100 4.5 2.2 079 2.9 1.5 -3
2 102 1.8 0.9 109 0.7 0.4 100 3.5 1.7 077 2.4 1.2 -2
1 106 0.9 0.4 320 0.6 0.3 092 1.3 0.6 066 0.3 0.1 -1
High
Water
282 0.6 0.3 302 1.8 0.9 290 1.2 0.6 262 2.4 1.2 0
1 285 1.8 0.9 300 2.1 1.1 276 3.9 1.9 257 3.4 1.7 +1
2 286 2.3 1.2 300 1.6 0.8 276 4.3 2.1 252 3.8 1.9 +2
3 281 2.2 1.1 301 0.9 0.4 276 4.1 2.0 260 3.4 1.7 +3
4 283 1.6 0.8 290 0.2 0.1 276 3.1 1.5 255 2.3 1.2 +4
5 310 0.5 0.2 135 0.5 0.2 294 1.2 0.6 247 0.8 0.4 +5
6 090 0.9 0.5 129 1.1 0.6 068 0.7 0.4 075 1.6 0.8 +6
AfterHigh
Water
AfterLow
Water
Directionsofstreams(degrees)
Ratesatspringtides(knots)
Ratesatneaptides(knots)
D E F G
Grunt Productions 2006
Limits Of Admiralty TidalLimits Of Admiralty Tidal
Stream AtlasesStream Atlases
Grunt Productions 2006
Channel TS Atlas HW+2hChannel TS Atlas HW+2h
Grunt Productions 2006
Solent TS Atlas at HWSolent TS Atlas at HW
Grunt Productions 2006
ExampleExample
 What is the percentage of the MeanWhat is the percentage of the Mean
Spring Range and the predicted tidalSpring Range and the predicted tidal
stream in position 49stream in position 49oo
50’N 00150’N 001oo
15’W15’W
(North of Pointe de Barfleur) at 1400A(North of Pointe de Barfleur) at 1400A
on 27th May?on 27th May?
 Channel TS Atlas based on DoverChannel TS Atlas based on Dover
Time Height
HW HWLW LW Range
1157 6.9m1933 0.6m 6.3m
1257A 1400 is 1 hr after HW
Grunt Productions 2006
Percentage of MSRPercentage of MSR
MEAN RANGES
Springs 6.0m
Neaps 3.2m
6.3m - 3.2m 3.1m
6.0m - 3.2m 2.8m
110%
Grunt Productions 2006
1 Hr after HW DOVER1 Hr after HW DOVER
Grunt Productions 2006
Dover InterpolatorDover Interpolator
0 02 04 06 08 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100
0 0 2 0 4 06 08 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100
COMPUTATION OF RATES
TIDAL STREAM RATE (in tenths of a knot): assumed to vary with range of the tide at Dover
Mean
Range
Dover
Mean
Range
Dover
METRES METRES
7
6
5
4
3
6.8
6.6
6.4
6.2
5.6
5.4
5.2
4.8
4.6
4.4
4.2
3.8
3.6
2.8
2.6
2.4
2.2
2
Neaps
6.8
6.6
6.4
6.2
5.6
5.4
5.2
4.8
4.6
4.4
4.2
3.8
3.6
2.8
2.6
2.4
2.2
7
6
5
4
3
2
Neaps
SpringsSprings
Grunt Productions 2006
Calculation of RateCalculation of Rate
MEAN RANGES
Springs 6.0m
Neaps 3.2m
6.3m - 3.2m 3.1m
6.0m - 3.2m 2.8m
110%
Predicted Neap Rate 1.8 kts
Predicted Spring Rate 3.5 kts
Increase 1.7 kts
Multiply increase by percentage
1.7kt x 110% = 1.9 kts
Direction WNW Total rate 1.8 + 1.9 = 3.7 kts
Grunt Productions 2006
NP 167 - PortsmouthNP 167 - Portsmouth
Grunt Productions 2006
Any Questions?Any Questions?

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Tides and tidal streams 1 lrg

  • 1. Grunt Productions 2006 Tides and TidalTides and Tidal StreamsStreams Using Admiralty TidalUsing Admiralty Tidal PublicationsPublications A brief by Lance GrindleyA brief by Lance Grindley
  • 2. Grunt Productions 2006 “Everyone can just put down their loot and plunder - Sven here has something to say to us all!”
  • 3. Grunt Productions 2006 NWC AssessmentNWC Assessment  Award of MCA certification is subject toAward of MCA certification is subject to successful completion of writtensuccessful completion of written examination in “Tides and Times”.examination in “Tides and Times”.  Criteria for evaluating competence -Criteria for evaluating competence - “Calculations and measurement of“Calculations and measurement of navigational information are accurate.”navigational information are accurate.”  Use Tide Tables to work out height ofUse Tide Tables to work out height of tide at any place or time a chosentide at any place or time a chosen height is achieved.height is achieved.
  • 4. Grunt Productions 2006 Range of LessonRange of Lesson  Calculating heights and depths fromCalculating heights and depths from levels and datums.levels and datums.  Calculating predicted heights for anyCalculating predicted heights for any Standard Port (European and Non-Standard Port (European and Non- European)European)  Calculating predicted heights forCalculating predicted heights for European and Non-European SecondaryEuropean and Non-European Secondary Ports (including Solent)Ports (including Solent)  Calculating tidal streams using tidalCalculating tidal streams using tidal diamonds and Tidal Stream Atlasesdiamonds and Tidal Stream Atlases
  • 5. Grunt Productions 2006 IntroductionIntroduction Basic principles of tides.Basic principles of tides. The tide raising forces ofThe tide raising forces of the Moon and the Sun.the Moon and the Sun.
  • 6. Grunt Productions 2006 The Earth-Moon SystemThe Earth-Moon System Moon Earth Gravitational Attraction Barycentre
  • 7. Grunt Productions 2006 Daily Tidal PeriodDaily Tidal Period Moon Earth Start - HW + 6 hours + 12 hours + 18 hours + 24 hours + 25 hours
  • 8. Grunt Productions 2006 Tidal PeriodTidal Period  The Lunar Day lasts just under 25The Lunar Day lasts just under 25 hours.hours.  In each period of 24 hours there willIn each period of 24 hours there will be two HW and two LW.be two HW and two LW.  Each HW and LW will occurEach HW and LW will occur approximately 6 hours 10 minutesapproximately 6 hours 10 minutes after each other.after each other.  The predicted times of HW and LW getThe predicted times of HW and LW get progressively later each day by aboutprogressively later each day by about one hour.one hour.
  • 9. Grunt Productions 2006 The Sun-Moon SystemThe Sun-Moon System New MoonNew Moon Moon Earth Lunar Tide Solar Tide
  • 10. Grunt Productions 2006 The Sun-Moon SystemThe Sun-Moon System Full MoonFull Moon Moon Earth
  • 11. Grunt Productions 2006 The Sun-Moon SystemThe Sun-Moon System First/Last QuarterFirst/Last Quarter Moon Earth Moon
  • 12. Grunt Productions 2006 Spring and Neap TidesSpring and Neap Tides  In each Lunar Month there will be a NewIn each Lunar Month there will be a New Moon and a Full Moon.Moon and a Full Moon.  At this period the range will be aAt this period the range will be a maximum range which is called a Springmaximum range which is called a Spring Tide.Tide.  The Moon will also pass two period ofThe Moon will also pass two period of quadrature and the range will be aquadrature and the range will be a minimum which is called a Neap Tide.minimum which is called a Neap Tide.  Tides of this pattern are called Semi-Tides of this pattern are called Semi- Diurnal Tides and occur throughout theDiurnal Tides and occur throughout the Atlantic region.Atlantic region.
  • 13. Grunt Productions 2006 Tidal PredictionTidal Prediction  Admiralty Tide Tables (4 volumes)Admiralty Tide Tables (4 volumes)  Volume 1 UK and Channel CoastVolume 1 UK and Channel Coast  Volume 2 European and AtlanticVolume 2 European and Atlantic WatersWaters  Volume 3 Indian OceanVolume 3 Indian Ocean  Volume 4 Pacific Ocean.Volume 4 Pacific Ocean.
  • 14. Grunt Productions 2006 Limits of Tide TablesLimits of Tide Tables
  • 15. Grunt Productions 2006 Heights and DatumsHeights and Datums  All depths and drying heights areAll depths and drying heights are measured from the Chart Datum.measured from the Chart Datum.  Chart Datum is usually set at LATChart Datum is usually set at LAT  Tidal levels LAT, MLWS, MLWN, MSL,Tidal levels LAT, MLWS, MLWN, MSL, MHWN, MHWS and HAT are given asMHWN, MHWS and HAT are given as heights above Chart Datum.heights above Chart Datum.  All heights are measured from MHWS.All heights are measured from MHWS.
  • 16. Grunt Productions 2006 TidalTidal LevelsLevels andand DatumsDatums DATUM FOR HEIGHTS DATUM FOR DEPTHS LAND LEVELLING DATUM
  • 17. Grunt Productions 2006 Tidal DatumsTidal Datums MHWS Chart Datum MLWS MHWN MLWN HAT LAT MSL
  • 18. Grunt Productions 2006 Mean Spring RangeMean Spring Range MHWS Chart Datum MLWSMean Spring Range
  • 19. Grunt Productions 2006 Charted HeightCharted Height MHWS Chart Datum Charted Height Height above waterline Height of TideHeight of Tide Height of MHWSHeight of MHWS above Chartabove Chart DatumDatum
  • 20. Grunt Productions 2006 Underkeel ClearanceUnderkeel Clearance DraughtDraughtHeightHeight of Tideof Tide Charted DepthCharted Depth Tide + Depth - DraughtTide + Depth - Draught Chart DatumChart Datum
  • 21. Grunt Productions 2006 Minimum Clearance 2mMinimum Clearance 2m DraughtDraught MinimumMinimum Height of TideHeight of Tide Charted DepthCharted Depth 2m minimum2m minimum Chart DatumChart Datum
  • 22. Grunt Productions 2006 Masthead ClearanceMasthead Clearance MaximumMaximum Height of TideHeight of Tide MHWS Charted HeightCharted HeightMasthead ClearanceMasthead Clearance Chart DatumChart Datum MastheadMasthead HeightHeight
  • 23. Grunt Productions 2006 ExampleExample  Port of MILFORD HAVENPort of MILFORD HAVEN  Power cable with charted height 24mPower cable with charted height 24m  Minimum charted depth 4mMinimum charted depth 4m  Vessel details:Vessel details: - masthead height- masthead height 22m22m  - draught 6m.- draught 6m.  Clearances:Clearances: - masthead 3m- masthead 3m  - underkeel 2m- underkeel 2m
  • 24. Grunt Productions 2006 DiagramDiagram Cable Seabed 22m 6m Chart Datum 4m HoT MHWS 7m 24m 3m 2m 4m6m
  • 25. Grunt Productions 2006 Max/min height of tideMax/min height of tide  Minimum HoTMinimum HoT = 6m+2m-4m == 6m+2m-4m = 44 metresmetres  Maximum HoTMaximum HoT = 24m+7m-= 24m+7m- (22m+3m)(22m+3m)  31m - 25m =31m - 25m = 66 metresmetres  Height of tide must lie between 4Height of tide must lie between 4 and 6 metresand 6 metres
  • 26. Grunt Productions 2006 The Tidal CurveThe Tidal Curve Time Height of Tide Chart Datum HW Predicted Height LW Range of Tide Duration Rise of Tide LW Interval Height of Tide
  • 27. Grunt Productions 2006 Express Range as PercentageExpress Range as Percentage  Difference between the Mean NeapDifference between the Mean Neap Range and the Mean Spring Range isRange and the Mean Spring Range is 100%.100%.  Any range can be expressed as aAny range can be expressed as a percentage increase from the MNR.percentage increase from the MNR.  Example (Portsmouth) MSR 3.9m MNRExample (Portsmouth) MSR 3.9m MNR 1.9m1.9m  Difference of 2.0m represents 100%Difference of 2.0m represents 100% SpringsSprings  Range of 3.0m is 3.0-1.9/2.0 =Range of 3.0m is 3.0-1.9/2.0 = 1.1/2.0 = 55%1.1/2.0 = 55%
  • 28. Grunt Productions 2006 Hourly PredictionsHourly Predictions  Found in ATT Volume 1 Part 1aFound in ATT Volume 1 Part 1a  Eight ports are included:Eight ports are included:  Plymouth; Poole Harbour;Plymouth; Poole Harbour; Southampton; Portsmouth;Southampton; Portsmouth; Rosyth; Liverpool; Avonmouth;Rosyth; Liverpool; Avonmouth; St. HelierSt. Helier
  • 29. Grunt Productions 2006 European PortsEuropean Ports
  • 30. Grunt Productions 2006 PublicationsPublications  Admiralty Tide Tables Volume 1Admiralty Tide Tables Volume 1 (United Kingdom and Ireland)(United Kingdom and Ireland) (Including European Channel Ports).(Including European Channel Ports).  Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2 (Europe excluding United Kingdom(Europe excluding United Kingdom and Ireland) Mediterranean Sea andand Ireland) Mediterranean Sea and Atlantic Ocean.Atlantic Ocean.  Admiralty List of Radio SignalsAdmiralty List of Radio Signals Volume 2 (Radio Time Signals).Volume 2 (Radio Time Signals).
  • 31. Grunt Productions 2006 Standard PortsStandard Ports  List of ports inside front cover of ATT.List of ports inside front cover of ATT.  Predictions are given in thePredictions are given in the OfficialOfficial Standard TimeStandard Time for the country. (Thisfor the country. (This happens to be Universal Time in the Unitedhappens to be Universal Time in the United Kingdom.)Kingdom.)  If necessary times must be adjusted forIf necessary times must be adjusted for Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one hour ahead of standard time.hour ahead of standard time.  First page of standard port predictions willFirst page of standard port predictions will be the tidal curve unique to that port.be the tidal curve unique to that port.
  • 32. Grunt Productions 2006 Tidal Curve - DoverTidal Curve - Dover +1 +2 +3 +4 +5 +6HW-1-2-3-4-5 0 4 862 0 42 6 MEAN RANGES Springs 6.0m Neaps 3.2m DOVER
  • 33. Grunt Productions 2006 Tidal Curve - SouthamptonTidal Curve - Southampton +1 +2 +3 +4 +5 +6LW-1-2-3-4-5 0 2 431 0 21 3 MEAN RANGES Springs 4.0m Neaps 1.9m SOUTHAMPTON
  • 34. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port +
  • 35. Grunt Productions 2006 Portsmouth PredictionsPortsmouth Predictions ENGLAND - PORTSMOUTH Lat 50°48’N Long 1°07’W TIME ZONE UT (GMT) TIMES AND HEIGHTS OF HIGH AND LOW WATERS YEAR 1998 JUNE JULY Time m Time m Time m Time m 0338 4.1 0301 4.3 0458 0.8 0435 0.9 1 0911 1.4 16 0838 1.1 1 1144 4.8 16 1119 4.6 1819 4.1 1543 4.4 1723 0.6 1657 0.7M 2140 1.7 F 2109 1.3 M TU • 2347 4.7 0427 3.9 0356 4.2 0015 4.8 0515 0.8 2 1008 1.6 17 0937 1.3 2 0539 0.8 17 1200 4.6 1715 4.0 1641 4.3 1227 4.7 1738 0.6TU 2244 1.8 SA 2213 1.4 TU 1803 0.6 W 0527 3.7 0459 4.1 0056 4.7 0027 4.7 3 1114 1.8 18 1044 1.3 3 0618 0.8 18 0555 0.6 1819 3.9 1747 4.3 1306 4.7 1242 4.7W 2354 1.9 SU 2324 1.5 W 1840 0.7 TH 1817 0.5 0638 3.7 0609 4.1 0133 4.7 0108 4.8 4 1221 1.8 19 1157 1.3 4 0654 0.9 19 0635 0.6 1924 4.0 1857 4.3 1343 4.5 1324 4.7TH M TH 1914 0.8 F 1857 0.5 0058 1.8 0037 1.4 0208 4.6 0150 4.8 5 0746 3.8 20 0722 4.2 5 0728 1.1 20 0716 0.6 1320 1.7 1307 1.2 1419 4.4 1407 4.7F 2019 4.1 SA 2003 4.5 F 1946 1.0 SA 1939 0.6 0151 1.6 0144 1.2 0243 4.5 0233 4.7 6 0841 3.9 21 0830 4.3 6 0802 1.3 21 0800 0.8 1408 1.5 1409 1.1 1455 4.2 1452 4.5TU 2105 4.2 SU 2103 4.6 SA 2019 1.2 SU 2023 0.8
  • 36. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Portsmouth 5 June 1100 A 0746 3.8m1320 1.7m 2.1m 0846A 10% Sp
  • 37. Grunt Productions 2006 Tidal Curve - PortsmouthTidal Curve - Portsmouth HW +1 +2 +3 +4 +5-1-2-3-4-5-6 0 2 43 51 0 21 3 MEAN RANGES Springs 3.9m Neaps 1.9m PORTSMOUTH 0846A HW 3.8m 1100ALW 1.7m 3.3m
  • 38. Grunt Productions 2006 Secondary PortsSecondary Ports  Times and heights are obtained byTimes and heights are obtained by applying time and height differences toapplying time and height differences to Standard Port predictions.Standard Port predictions.  Obtain Port Number from GeographicalObtain Port Number from Geographical Index at back of ATT.Index at back of ATT.  Use Part II (page 300-323) to obtain:Use Part II (page 300-323) to obtain:  Standard PortStandard Port  Secondary Port time ZoneSecondary Port time Zone  Secondary Port differencesSecondary Port differences..
  • 39. Grunt Productions 2006 ExampleExample  Find out what time the height of tideFind out what time the height of tide will first rise to 5.0 metres atwill first rise to 5.0 metres at WATCHET (531) on 26th July, 1989.WATCHET (531) on 26th July, 1989.  Page 2A-102 for Secondary PortPage 2A-102 for Secondary Port Differences.Differences.
  • 40. Grunt Productions 2006 Secondary Port DifferencesSecondary Port Differences WALES; ENGLAND, WEST COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0200 0800 0300 0800 523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0 (AVONMOUTH) …(see page 158) 1400 2000 1500 2000 531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1
  • 41. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Avonmouth 5.0m Watchet 26 Jul A 0858 12.8m0328 1.1m 11.7m 92% Sp
  • 42. Grunt Productions 2006 High Water DifferencesHigh Water Differences WALES; ENGLAND, WEST COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0200 0800 0300 0800 523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0 (AVONMOUTH) …(see page 158) 1400 2000 1500 2000 531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1 1400 - 0858 - 0800 -0035 -0050 -48 min
  • 43. Grunt Productions 2006 Interpolation of HW TimesInterpolation of HW Times 0800 0900 1000 1100 1200 1300 1400 Times of HW at Bristol Watchet Differences -50 min -35 min-48m --45m -43m -40m -38m
  • 44. Grunt Productions 2006 Low Water DifferencesLow Water Differences WALES; ENGLAND, WEST COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0200 0800 0300 0800 523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0 (AVONMOUTH) …(see page 158) 1400 2000 1500 2000 531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1 0300 - 0328 - 0800 -0145 -0040 -0138
  • 45. Grunt Productions 2006 Interpolation of LW TimesInterpolation of LW Times 0300 0400 0500 0600 0700 0800 Times of LW at Bristol Watchet Differences -105m -92m --79m -66m -53m -40m
  • 46. Grunt Productions 2006 High Water CorrectionHigh Water Correction WALES; ENGLAND, WEST COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0200 0800 0300 0800 523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0 (AVONMOUTH) …(see page 158) 1400 2000 1500 2000 531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1 12.8m 13.2m 9.8m -1.9m -1.5m -1.9m -1.8m -1.7m -1.6m -1.5m 13.2m 12.4m 11.5m 10.7m 9.8m
  • 47. Grunt Productions 2006 Low Water CorrectionLow Water Correction WALES; ENGLAND, WEST COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0200 0800 0300 0800 523 PORT OF BRISTOL and and and and 13.2 9.8 3.8 1.0 (AVONMOUTH) …(see page 158) 1400 2000 1500 2000 531 Watchet 51 11 3 20 -0035 -0050 -0145 -0040 -1.9 -1.5 +0.1 +0.1 1.1m
  • 48. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Avonmouth 5.0m Watchet 26 Jul A 0858 12.8m0328 1.1m 11.7m -0048 -0138 -1.9m +0.1m 0810Z 0150Z 10.9m 1.2m 0910A 92% Sp
  • 49. Grunt Productions 2006 Tidal Curve - AvonmouthTidal Curve - Avonmouth +1 +2 +3 +4 +5 +6HW-1-2-3-4-5 0 4 862 0 42 6 MEAN RANGES Springs 12.2m Neaps 6.0m AVONMOUTH 10 12 14 0910A0550A
  • 50. Grunt Productions 2006 Solent PortsSolent Ports  Times and heights are obtained byTimes and heights are obtained by applying time and heightapplying time and height differences to PORTSMOUTH.differences to PORTSMOUTH.  All ports 37 to 70 are listed onAll ports 37 to 70 are listed on pages 323/324 (2A-90).pages 323/324 (2A-90).  Curves listed on pages xxii to xxivCurves listed on pages xxii to xxiv using separate curves for eachusing separate curves for each group of ports.group of ports.  Curves are based on Low Water.Curves are based on Low Water.  Obtain differences in the normalObtain differences in the normal way.way.
  • 51. Grunt Productions 2006 Stansore Point CurveStansore Point Curve LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5 50 1 2 3 4 Bucklers Hard Stansore Point Lee Folly Inn Newport Range at Portsmouth Sp 3.9m Np 1.9m
  • 52. Grunt Productions 2006 Lymington/Yarmouth CurveLymington/Yarmouth Curve LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5 50 1 2 3 4 Lymington Yarmouth Range at Portsmouth Sp 3.9m 2.6m Np 1.9m
  • 53. Grunt Productions 2006 ExampleExample  What time will the height of tide firstWhat time will the height of tide first rise to 3.0 metres at STANSORErise to 3.0 metres at STANSORE POINT on 2 June?POINT on 2 June?  Portsmouth predictions LW 2140Portsmouth predictions LW 2140 1.7m, HW 0427 3.9m1.7m, HW 0427 3.9m
  • 54. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Portsmouth 3.0m Stansore Pt 2 Jun A 0427Z 2140Z 3.9m 1.7m 2.2m 15%Sp
  • 55. Grunt Productions 2006 Solent Port DifferencesSolent Port Differences ENGLAND, SOUTH COAST No PLACE TIME DIFFERENCES HEIGHT DIFF (METRES) Lat Long High Water Low Water MHWS MHWN MLWN MLWS N W Zone UT (GMT) 0000 0600 0500 1100 65 PORTSMOUTH and and and and 4.7 3.8 1.9 0.8 1200 1800 1700 2300 37 Bournemouth 50 43 1 52 -0240 +0055 -0050 -0030 -2.7 -2.2 -0.8 -0.3 38 Christchurch 50 43 1 45 -0230 +0030 -0035 -0035 -2.9 -2.4 -1.2 -0.2 39 Hurst Point 50 42 1 33 -0115 -0005 -0030 -0025 -2.0 -1.5 -0.5 -0.1 40 Lymington 50 46 1 32 -0110 +0005 -0020 -0020 -1.7 -1.2 -0.5 -0.1 43 Stansore Point 50 47 1 21 -0050 -0010 -0005 -0010 -0.9 -0.6 -0.2 -0.0 Isle of Wight 45 Yarmouth 50 42 1 30 -0105 +0005 -0025 -0030 -1.6 -1.3 -0.4 0.0 46 Totland Bay 50 41 1 33 -0130 -0045 -0040 -0040 -2.0 -1.5 -0.5 0.1 48 Freshwater 50 40 1 31 -0210 +0025 -0040 -0020 -2.1 -1.5 -0.4 0.0 51 Ventnor 50 36 1 12 -0025 -0030 -0025 -0030 -0.8 -0.6 -0.2 +0.2 53 Sandown 50 39 1 09 0000 +0005 =0010 +0025 -0.6 -0.5 -0.2 0.0 53a Foreland (Slip) 50 41 1 04 -0005 0000 +0005 +0010 -0.1 -0.1 0.0 +0.1 54 Bembridge Hbr 50 42 1 06 -0010 +0005 +0020 0000 -1.6 -1.5 -1.4 -0.6 58 Ryde 50 44 1 07 -0010 +0010 -0005 -0010 -0.2 -0.1 0.0 +0.1
  • 56. Grunt Productions 2006 Interpolation of HW TimesInterpolation of HW Times 0000 0100 0200 0300 0400 0500 0600 Times of HW at Portsmouth Stansore Point Differences -50 min -10 min-43m --37m -30m -23m -17m 0427 -20m
  • 57. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Portsmouth 3.0m Stansore Pt 2 Jun A 0427Z 2140Z 3.9m 1.7m 2.2m 15%Sp -0020 -0009 -0.6m -0.2m 0407Z 2131Z 3.3m 1.5m 2231A
  • 58. Grunt Productions 2006 Stansore Point CurveStansore Point Curve LW-1-3 -2-5 -4-7 -6 +1 +4+3+2 +6+5 +70 1 2 3 4 5 50 1 2 3 4 Bucklers Hard Stansore Point Lee Folly Inn Newport Range at Portsmouth Sp 3.9m Np 1.9m 2231A 0415A
  • 59. Grunt Productions 2006 Non-European PortsNon-European Ports
  • 60. Grunt Productions 2006 PublicationsPublications  Admiralty Tides Tables Volume 2Admiralty Tides Tables Volume 2 (Europe excluding United Kingdom and(Europe excluding United Kingdom and Ireland) Mediterranean Sea and AtlanticIreland) Mediterranean Sea and Atlantic Ocean.Ocean.  Admiralty Tide Tables Volume 3 (IndianAdmiralty Tide Tables Volume 3 (Indian Ocean and South China Sea) & VolumeOcean and South China Sea) & Volume 4 Pacific Ocean) (including TS Tables)4 Pacific Ocean) (including TS Tables)  Admiralty List of Radio Signals VolumeAdmiralty List of Radio Signals Volume 2 (Radio Time Signals).2 (Radio Time Signals).
  • 61. Grunt Productions 2006 Standard PortsStandard Ports  List of standard ports inside front coverList of standard ports inside front cover of ATT.of ATT.  Predictions are given in thePredictions are given in the StandardStandard Time ZoneTime Zone for the country.for the country.  If necessary times must be adjusted forIf necessary times must be adjusted for Daylight Saving Time (DST) usually oneDaylight Saving Time (DST) usually one hour ahead of standard time.hour ahead of standard time.  Use standard tidal curve drawn forUse standard tidal curve drawn for duration between 5 and 7 hours..duration between 5 and 7 hours..
  • 62. Grunt Productions 2006 Standard Tidal CurveStandard Tidal Curve +1 +2 +3 +4 +5 +6HW-1-2-3-4-5 0 0 4 2 8 4 6 3 2 1 0 0 2 4 1 2 3 6 +7-6-7 10 5 12 6 14 7
  • 63. Grunt Productions 2006 ExampleExample  Calculate the height of tide at 0900Calculate the height of tide at 0900 on 9th April at SINGAPORE.on 9th April at SINGAPORE.  Page 2C-33 (Extract from Volume 3)Page 2C-33 (Extract from Volume 3)  HW 1011 2.5m LW 0407 1.1mHW 1011 2.5m LW 0407 1.1m
  • 64. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Singapore 0900 -89 Apr 1011(-8) 0407(-8) 2.5m 1.1m 1.4m 6h 04m -
  • 65. Grunt Productions 2006 Standard Tidal CurveStandard Tidal Curve +1 +2 +3 +4 +5 +6HW-1-2-3-4-5 0 0 4 2 8 4 6 3 2 1 0 0 2 4 1 2 3 6 +7-6-7 10 5 12 6 14 7 1011(-8) 2.4m
  • 66. Grunt Productions 2006 Seasonal ChangesSeasonal Changes Usually caused by meteorological trends orUsually caused by meteorological trends or effect of river water on height of tide.effect of river water on height of tide. See notes on page 2B-7.See notes on page 2B-7. ATT Standard Port predictions alwaysATT Standard Port predictions always includeinclude expected seasonal changes so noexpected seasonal changes so no correction is required.correction is required. When comparing the standard portWhen comparing the standard port predicted height with mean levels the effectpredicted height with mean levels the effect of seasonal variations should beof seasonal variations should be removed.removed.
  • 67. Grunt Productions 2006 Secondary PortsSecondary Ports Having removed the effect of seasonalHaving removed the effect of seasonal change for the standard port, the effect ofchange for the standard port, the effect of seasonal change must be included in theseasonal change must be included in the secondary port prediction.secondary port prediction. Tidal prediction forms (box 6) should beTidal prediction forms (box 6) should be used to remove standard port seasonalused to remove standard port seasonal change (change sign) and include secondarychange (change sign) and include secondary port change (box 11) to calculate finalport change (box 11) to calculate final heights.heights.
  • 68. Grunt Productions 2006 Secondary PortsSecondary Ports  Method is similar to EuropeanMethod is similar to European Secondary Ports but time differencesSecondary Ports but time differences not interpolated.not interpolated.  Use sinusoidal curves as for standardUse sinusoidal curves as for standard port.port.  Times zones do not need adjustmentTimes zones do not need adjustment except for Daylight Saving Time (DST).except for Daylight Saving Time (DST).  Seasonal changes are more likely andSeasonal changes are more likely and should be incorporated.should be incorporated.  Use standard tidal curve drawn forUse standard tidal curve drawn for duration between 5 and 7 hours.duration between 5 and 7 hours.
  • 69. Grunt Productions 2006 ExampleExample  Calculate at what time after 0600Calculate at what time after 0600 local, the height of tide will first falllocal, the height of tide will first fall to 2.0 metres at BROTHERS LIGHTto 2.0 metres at BROTHERS LIGHT (4766a) on 11th August?(4766a) on 11th August?
  • 70. Grunt Productions 2006 Brother’s Lt - DifferencesBrother’s Lt - Differences SUMATERA, NORTH EAST COAST No PLACE TIME DIFF HEIGHT DIFF (MTRS) Lat Long MHW MLW MHWS MHWN MLWN MLWS N E (Zone –0700) 4718 SINGAPORE (see page 111) 2.8 2.1 1.2 0.5 Mandol 4764 Bandong 0 32 103 18 -0007 -0007 +0.9 +0.5 +0.4 0.0 Gelam Strait 4765 Tanjungbalai 0 59 103 26 -0051 -0051 +0.1 -0.1 +0.1 0.0 4766 Kenipaan 0 55 103 20 -0035 -0035 +0.1 +0.1 -0.2 -0.2 4766a Iyu Kecil (Brothers Light) 1 11 103 21 -0108 -0035 +0.2 +0.1 0.0 -0.1 Seasonal Changes in Mean Level No. Jan 1 Feb 1 Mar 1 Apr 1 May 1 Jun 1 Jul 1 Aug 1 Sep 1 Oct 1 Nov 1 Dec 1 4663-4686 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 0.0 0.0 0.0 4695 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 0.0 0.0 +0.1 +0.1 0.0 4704 0.0 -0.1 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0 4718-4749 +0.1 0.0 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 4751-4763 +0.1 0.0 0.0 0.0 0.0 -0.1 -0.1 -0.1 -0.1 0.0 +0.1 +0.1 4764-4783 0.0 -0.1 -0.1 0.0 0.0 0.0 0.0 0.0 0.0 +0.1 +0.1 0.0 4784-4795 -0.1 -0.2 -0.2 -0.1 0.0 +0.1 +0.1 +0.1 0.0 +0.1 +0.1 0.0
  • 71. Grunt Productions 2006 Tidal Prediction FormTidal Prediction Form STANDARD PORT……………………TIME/HEIGHT REQUIRED………… SECONDARY PORT…………………..DATE…..……….TIME ZONE……... STANDARD PORT TIMES HEIGHTS HW LW HW LW RANGE Seasonal Change Seasonal Change SECONDARY PORT Duration/DST Standard Port - Secondary Port + Singapore 2.0m -711 AugBrothers Lt 1335 1935 2.6m 0.6m 2.0m +0.1m +0.1m -0108 -0035 +0.2m -0.1m 0.0m 0.0m 1227 1900 2.9m 0.6m 6hr 33min
  • 72. Grunt Productions 2006 Standard Tidal CurveStandard Tidal Curve +1 +2 +3 +4 +5 +6HW-1-2-3-4-5 0 0 4 2 8 4 6 3 2 1 0 0 2 4 1 2 3 6 +7-6-7 10 5 12 6 14 7 1227(-7) 2.0m 1515(-7)
  • 73. Grunt Productions 2006 Tidal StreamsTidal Streams
  • 74. Grunt Productions 2006 Visual Evidence of StreamVisual Evidence of Stream
  • 75. Grunt Productions 2006 Sources of Tidal Stream DataSources of Tidal Stream Data  Tidal diamonds on chartsTidal diamonds on charts  Admiralty Tidal Stream AtlasesAdmiralty Tidal Stream Atlases  Sailing DirectionsSailing Directions  Tidal Streams in the Approaches to HMTidal Streams in the Approaches to HM Naval Bases (NP 167)Naval Bases (NP 167)  Gibraltar Straits Surface and Sub-Gibraltar Straits Surface and Sub- surface Water Movements (NP 629)surface Water Movements (NP 629)  Admiralty Tide Tables Vol III & IVAdmiralty Tide Tables Vol III & IV
  • 76. Grunt Productions 2006 Tidal DiamondTidal Diamond 201746Z 3.3
  • 77. Grunt Productions 2006 Tidal DiamondsTidal Diamonds Tidal Streams referred to HW at PORTSMOUTH Hours Geographical Position 50°33.9’N 1°29.2’W 50°35.9’N 1°22.9’W 50°30.4’N 1°16.6’W 50°33.5’N 1°16.6’W 6 094 1.9 0.9 129 1.3 0.6 084 1.2 0.6 072 2.3 1.2 -6 5 100 2.3 1.2 127 1.7 0.9 100 3.6 1.8 070 3.7 1.8 -5 4 102 2.7 1.3 125 1.8 0.9 100 4.5 2.2 080 3.3 1.6 -4 3 101 2.5 1.2 120 1.4 0.7 100 4.5 2.2 079 2.9 1.5 -3 2 102 1.8 0.9 109 0.7 0.4 100 3.5 1.7 077 2.4 1.2 -2 1 106 0.9 0.4 320 0.6 0.3 092 1.3 0.6 066 0.3 0.1 -1 High Water 282 0.6 0.3 302 1.8 0.9 290 1.2 0.6 262 2.4 1.2 0 1 285 1.8 0.9 300 2.1 1.1 276 3.9 1.9 257 3.4 1.7 +1 2 286 2.3 1.2 300 1.6 0.8 276 4.3 2.1 252 3.8 1.9 +2 3 281 2.2 1.1 301 0.9 0.4 276 4.1 2.0 260 3.4 1.7 +3 4 283 1.6 0.8 290 0.2 0.1 276 3.1 1.5 255 2.3 1.2 +4 5 310 0.5 0.2 135 0.5 0.2 294 1.2 0.6 247 0.8 0.4 +5 6 090 0.9 0.5 129 1.1 0.6 068 0.7 0.4 075 1.6 0.8 +6 AfterHigh Water AfterLow Water Directionsofstreams(degrees) Ratesatspringtides(knots) Ratesatneaptides(knots) D E F G
  • 78. Grunt Productions 2006 Limits Of Admiralty TidalLimits Of Admiralty Tidal Stream AtlasesStream Atlases
  • 79. Grunt Productions 2006 Channel TS Atlas HW+2hChannel TS Atlas HW+2h
  • 80. Grunt Productions 2006 Solent TS Atlas at HWSolent TS Atlas at HW
  • 81. Grunt Productions 2006 ExampleExample  What is the percentage of the MeanWhat is the percentage of the Mean Spring Range and the predicted tidalSpring Range and the predicted tidal stream in position 49stream in position 49oo 50’N 00150’N 001oo 15’W15’W (North of Pointe de Barfleur) at 1400A(North of Pointe de Barfleur) at 1400A on 27th May?on 27th May?  Channel TS Atlas based on DoverChannel TS Atlas based on Dover Time Height HW HWLW LW Range 1157 6.9m1933 0.6m 6.3m 1257A 1400 is 1 hr after HW
  • 82. Grunt Productions 2006 Percentage of MSRPercentage of MSR MEAN RANGES Springs 6.0m Neaps 3.2m 6.3m - 3.2m 3.1m 6.0m - 3.2m 2.8m 110%
  • 83. Grunt Productions 2006 1 Hr after HW DOVER1 Hr after HW DOVER
  • 84. Grunt Productions 2006 Dover InterpolatorDover Interpolator 0 02 04 06 08 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 0 0 2 0 4 06 08 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 COMPUTATION OF RATES TIDAL STREAM RATE (in tenths of a knot): assumed to vary with range of the tide at Dover Mean Range Dover Mean Range Dover METRES METRES 7 6 5 4 3 6.8 6.6 6.4 6.2 5.6 5.4 5.2 4.8 4.6 4.4 4.2 3.8 3.6 2.8 2.6 2.4 2.2 2 Neaps 6.8 6.6 6.4 6.2 5.6 5.4 5.2 4.8 4.6 4.4 4.2 3.8 3.6 2.8 2.6 2.4 2.2 7 6 5 4 3 2 Neaps SpringsSprings
  • 85. Grunt Productions 2006 Calculation of RateCalculation of Rate MEAN RANGES Springs 6.0m Neaps 3.2m 6.3m - 3.2m 3.1m 6.0m - 3.2m 2.8m 110% Predicted Neap Rate 1.8 kts Predicted Spring Rate 3.5 kts Increase 1.7 kts Multiply increase by percentage 1.7kt x 110% = 1.9 kts Direction WNW Total rate 1.8 + 1.9 = 3.7 kts
  • 86. Grunt Productions 2006 NP 167 - PortsmouthNP 167 - Portsmouth
  • 87. Grunt Productions 2006 Any Questions?Any Questions?

Editor's Notes

  1. Need To ensure that you can use the Admiralty Tide Tables (Volumes 1 & 2) (European and Atlantic Areas) to work out the height of tide at any place and conversely find the time a particular height will be reached.
  2. Range of Lesson Lesson will cover: Calculating charted heights and depths from levels and datums in Tide Tables. Calculating heights of tide at any European port and non-European Standard Ports. Calculating tidal streams using data from “Tidal Diamonds” and Admiralty Tidal Stream Atlases. Using NP 158A TIDECALC or TOTAL TIDE prediction programmes to carry out all predictions.
  3. The Earth-Moon System Gravitational pull of the Moon produces the principal tide raising force. Directly underneath the Moon (Sublunar Point) the gravitational pull of the Moon is greater than that experienced by the earth because the distance is reduced. The force is large enough to lift the continents by 5 or 6 centimetres as the moon passes overhead. The Earth and Moon move round a common point called the “Barycentre”. Away from the Moon the Earth is subject to additional centrifugal force because it is being moved around the Barycentre. At the opposite side of the Earth, there is a smaller gravitational pull from the Moon which combines with the centrifugal force to raise the seas. This produces two areas of High Water, either side of the Earth.
  4. Tidal Period Imagine you were viewing the Earth from above the North Pole. The Earth rotates once in 24 hours but the Moon is also moving around its orbit. (It takes 29.5 days for the Moon to make one complete rotation relative to the Sun - from which the day is derived.) After 24 hour, the Moon has moved and it therefore takes just under one hour for a particular point on the Earth’s surface to be realigned with the Moon.
  5. Practical Results of Tidal Period There are usually four entries in the ATT for each day, two HW times and heights, and two LW times and heights. The duration of the time (the period from LW to HW or visa versa) is approximately 6 hours and 10 minutes. The times of HW and LW get progressively later each day by approximately one hour
  6. Effect of the Sun Without the Moon, tides would still occur because of a similar gravitational pull from the Sun. The tides would be much smaller as the tide raising force of the Sun is 46% that of the Moon. When the Sun and Moon combine, they produce differences in tidal range depending on the phase of the Moon. At New Moon, we observe the dark side of the Moon because the Moon lies between the Earth and the Sun. Spring Tides When this occurs, the Lunar Tide and Solar Tide are combined to produce a maximum tidal range. This is termed a “Spring Tide” and occurs in practice one or two days after the New Moon. The same effect occurs at Full Moon, when the Moon is opposite to the Sun. Neap Tides After ¼ of the Moon’s orbital period, the Moon goes into “quadrature” at the first or last quarter. When this occurs, the Lunar Tide and Solar tide are in opposition (90º out of phase) and therefore the tidal range will be a minimum.
  7. Diurnal and semi-diurnal - The way an ocean basin responds to tide raising force depends on size, shape and depth which produce natural period of oscillation. This is the decisive factor. - The Atlantic is semi-diurnal. Two HWs and two LWs occur each day (lunar) which is 24 hours and 50 minutes. These are called semi-diurnal tides. - The Pacific is more responsive to diurnal forces so tides have large diurnal component. - Mixed tides are characterised by diurnal inequality. This occurs because of the declination of the moon. - tide raising forces cause minimal vertical movement but final amplitude dependant on shallow water.
  8. Heights and Datums Chart Datum Chart datum is defined as a level so low that the tide will not frequently fall below it. It is used as the datum for soundings and also of all tidal predictions. Chart datum does not conform to any uniform tide level - usually at or near LAT. MHWS and Elevations MHWS is datum for all charted heights Elevation - the height of the focal plane of a navigational light Drying heights and depths measured from chart datum drying height (inter-tidal zone - green) chart symbols Ordnance Datum used for land survey and mapped contours fixed over land-mass hence chart datum varies Heights of Tide HW - the highest level the tide will reach during any one tidal cycle. LW - the lowest level the tide will reach during any one tidal cycle. Range of Tide - the difference between low water and high water.
  9. Diagram of Tidal Levels and Datums The illustration above is taken from the Admiralty Manual of Navigation, Chapter 11 - page 296. Ordnance Datum or the Land Levelling Datum is not usually required practically but the level of chart datum, referred to Ordnance Datum can be found in ATT Table 3. The tidal levels for every Standard Port are also listed in the Admiralty Tide Tables. In BR45(5) the relevant extract of Table 5 will be found on page 2A-38. Although LAT is the lowest predictable tidal level, it is not necessarily the lowest level to which the tide can fall, even under average weather conditions. Turn to BR 45(5) page 2A-111 and read note 65 which relates to Portsmouth. All ports in the UK are subject to differences between predicted heights and actual heights of tide on a daily basis. Usually the differences are in the region of 0.2 metre but can reach between 2 and 3 metres in the southern North Sea.
  10. Heights and Datums Example (Page 44) Your ship is planned to visit MILFORD HAVEN, where a power cable with a charted height of 24 metres has been drawn across the harbour approach. The minimum charted depth is 4 metres. If your vessel has a waterline to masthead height of 22 metres and a draught of 6 metres, what will be the maximum and minimum heights of tide to allow a 3 metre masthead and 2 metre underkeel clearance? The best way is to draw a simple diagram showing the various heights. The height at MHWS at MILFORD HAVEN will be found in BR 45(5) on page 2A-38.
  11. Definitions Range of Tide - difference between LW and HW. Duration of the Tide - the period or interval from LW to HW. Not used for European Ports but must be found when making calculations for non-European ports. Rise of the Tide - increase at any time from LW. Height of Tide - predicted level at any time above Chart Datum. Interval from HW - used to define a point on the tidal curve from which the height of tide can be found.
  12. Expressing Range as a Percentage. The range of any tide is usually described as a percentage change between the Mean Neap Range and the Mean Spring Range. These mean ranges are described as 0% and 100% Springs respectively but obviously the tidal range can fall outside these limits and be described as, say 120% Springs. Commanding Officers are used to being briefed with the range described in this way so you will need to calculate this for nearly all predictions. The calculation is carried out as follows: Range of Tide - Mean Neap Range Mean Spring Range - Mean Neap Range In calculating intermediate heights of tide for European Ports, it is necessary to determine whether the range is closer to Springs or Neaps, or somewhere in between. The percentage can also be used to determine this.
  13. Hourly Predictions Volume 1 of the ATTs contain tables of hourly predictions for eight standard ports. Intermediate heights of tide for every hour can be found by looking up the prediction in the table.
  14. Standard Ports A major port for which predictions of times and heights for all high and low waters are listed. A Standard Port will be used as a basis to make predictions for Secondary Ports.
  15. Publications Predictions for all European Standard Ports are contained in ATT Volume 1, which uses this method throughout, and the first section of Volume 2, which covers the European area. Tides are usually predicted in the local time (Legal Time) for the port and so allowance must be made, where necessary for daylight saving time (DST). It is recommended that the tidal curve is annotated in the correct local time zone as this will reduce the chance of error when DST is being employed. If unsure whether DST should be applied or not, check the dates in ALRS Vol2 (BR 45(5) Chapter 6 - page 6A-34 for the table of Legal Time).
  16. Notes: List of Standard Ports given inside front cover Times of HW & LW are in the standard time zone for the country given at the top of the page. Allowance must be made for DST (See ALRS 2). In European Waters (ATT Vol 1) Standard Ports have a typical tidal curve drawn for spring and neap tides. The Standard Port curves are drawn for both Spring Tides (Solid Line) and Neap Tides (Dashed Line). Beside the HW a box shows the Mean Spring and Neap ranges for that port. The scale at the side converts the rise of tide, measured on the tidal curve as an increase above LW to height of tide, referred to the Chart Datum. This saves a calculation. Four ports, Southampton, Poole Harbour, Cowes and Chichester Bar have curves drawn either side of LW. They are used in exactly the same way but the interval is measured from the time of LW instead.
  17. Making Predictions Find height of tide at any time: On standard port curve plot heights of HW & LW occurring either side of the required time & join with a straight line. Enter HW time in box provided under the curve. Calculate time interval from HW (NB Time Zone). For this interval proceed vertically to Neap & Spring curves, interpolate if necessary - do not EXTRAPOLATE. Proceed horizontally to sloping line & thence vertically to read off height of tide directly. Find time for a given height of tide: On standard port curve plot height of HW & LW occurring either side of required event & join with a straight line. Enter HW time in box provided under the curve. From required height, proceed vertically to sloping line, thence horizontally to rising or falling curve - interpolate between Neaps & Springs as necessary. Proceed vertically down to obtain interval from HW & hence obtain time of event.
  18. Secondary Ports Secondary Ports are based on the most convenient but not necessarily the closest Standard Port. (Similarity of tidal curve is the most important factor.) Secondary Ports are listed geographically (numerically) in Part II giving: Time Zone Port number Position Time differences Height differences Seasonal Changes to mean level are listed separately. These are not really necessary for European Ports. (See later notes)
  19. Use Geographical index and Part II (p300-399) to obtain: a) Standard Port (given in heavy type at head of sub-section) b) Secondary Port's Time Zone - given in TIME DIFFERENCE column (Note the zones may alter within a page), allow for daylight saving as necessary. NB: Any difference in zone time between the standard port and secondary port is incorporated within the time differences given in part II. 2. Look up HW & LW times & heights at the standard port. 3. Calculate the Standard Port range to determine position relative to Neaps/Springs. 4. Calculate time and height differences from Part II, interpolate as necessary (extrapolation may be required for height). 5. Hence obtain HW & LW at the secondary port. 6. The standard port's curve is used for the secondary port intermediate height/time calculations by inserting the SECONDARY port's HW & LW.
  20. Solent Secondary Ports (Swanage to Selsey) Tidal curves for Portsmouth & Southampton complicated and include a double high water. HW is not therefore a suitable datum for the Solent Secondary Ports plus the tidal curve for each is slightly different. 1. Ports 35-70 (marked 'j' in part II) 2. Distortion of the tidal curve caused by shallow water and presence of “tidal node” gives a "double HW" or "stand". 3. Individual curves are provided xxii/xxiv. 4. Curves based on LW - interval from LW (secondary) is required. 5. Otherwise method is as for other European Secondary Ports.
  21. Non-European Ports 1. Work out the difference in time between HW/LW - called the duration. 2. On interpolation curve plot heights of HW & LW occurring either side of the required time & join with a straight line. 3. Enter HW time in box provided under the curve. 4. Calculate time interval from HW (NB Time Zone). 5. From this interval proceed vertically to the curve for the duration, interpolate if necessary - do not EXTRAPOLATE. 6. Proceed horizontally to sloping line & thence vertically to read off height of tide directly. or 4a. From required height, proceed vertically to sloping line, thence horizontally to rising or falling curve for the calculated duration - interpolate as necessary. 5a. Proceed vertically down to obtain interval from HW & hence obtain time of event.