United States Power Squadrons ® Advanced Piloting Course Chapter 7 Working with Tides Tides alter available depth  When in doubt… • If charted depths are.

Download Report

Transcript United States Power Squadrons ® Advanced Piloting Course Chapter 7 Working with Tides Tides alter available depth  When in doubt… • If charted depths are.

United States Power Squadrons ®

Advanced Piloting Course

Chapter 7 Working with Tides

Tides alter available depth

When in doubt…

• •

If charted depths are too low Don’t go that way

Sometimes…

You need to travel across shallow areas

You must do so when there is sufficient water

You will need to anticipate depth

At some time other than MLLW Slide 2

What causes Tides

Gravitational pull

Moon and sun

Sun’s influence only 46% that of moon

Moon

24 hr 50 min (apparent orbit of Earth)

Tides delayed ~ 50 min every day

Centrifugal force

Causes tides on side away from moon Slide 3

What Causes Tides?

© 2004 “The Weekend Navigator”

Slide 4

Spring & Neap Tides

© 2004 “The Weekend Navigator”

Slide 6

Local Tides

Most of Earth

• •

Two bulges per day = two tides per day Called “semi-diurnal” tides (diurnal means daily)

Bulges not equal

• •

Due to geometry Means one daily tide greater than other

Some cases

• •

Tides cancel each other = 1/day (Gulf of Mexico) Geometry = only one bulge at that latitude Slide 7

semi-diurnal

© 2004 “The Weekend Navigator”

Typical Tide Patterns mixed-tides diurnal Slide 8

Tidal Datum

Vertical datum

Reference level on chart

 

Typically MLLW for depths MHW for vertical clearance

Soundings

• •

Title block – indicates references “Soundings in feet” from MLLW (typical - coastal charts)

Different levels… Slide 9

© 2004 “The Weekend Navigator”

Various Tidal Levels

Charted Height Datum ≈ ½ Mean Range ≈ ½ Mean Range Charted Depth Datum

Slide 10

5-4© 2004 “The Weekend Navigator”

Depth under the Boat

Different Tide Ranges Falmouth Cape Cod 1.5 ft tides

© 2004 “The Weekend Navigator”

Bar Harbor Maine 12 ft tides Slide 12

Sources of Tide Data

Internet

NOS (NOAA)

Software

• • •

WXTide (freeware) Tidetool (Palm) Tideware

GPS

• •

Built-in tide data Chartplotters

Tables

• •

NOS Local Slide 13

http://tidesonline.nos.noaa.gov/monitor.html

Slide 14

Actual vs. Prediction Slide 15

http://www.co-ops.nos.noaa.gov/tide_pred.html

Slide 16

Tide Predictions Slide 17

NOS - Predictions Slide 18

GPS Tide Charts Slide 19

Tide Tables

NOS

Official predictions

 

Reference/Primary Stations

– Times of High and Low for each day

Subordinate Stations

– Time and height differences – from Reference Station 

Local Tables

Eldridge’s

Reed’s Slide 20

Slide 21

Reference Station

Date New Moon Time of Tide Height of Tide

Slide 22

Slide 23

Subordinate Stations

Reference Station Station No.

Location Time Differences High & Low Height Ratios High & Low Ranges Mean

Slide 24

Simple Prediction Techniques

Rule of Twelfths

• •

Need to know time of high and low Need to know tidal range

Quick calculation

• •

Divide time into hours Divide range into twelfths (or use %) Slide 25

Rule of Twelfths

© 2004 “The Weekend Navigator”

Slide 26

Tide Levels Vary over Time

15 days in Boston

1 st Quarter Neap Tides 8 feet Full Moon Spring Tides 10 feet Slide 27

Determine Specific Tide Levels

Look-up Specified Date (reference station)

Bracket desired time

• •

High or Low Tide just before

 

Time Height Low or High Tide just after

 

Time Height Slide 28

Tide Height Calculations

© 2004 “The Weekend Navigator”

Slide 29

Determine Range for Location

Look-up – Subordinate Station

Note Time Differences

• •

Adjust time of high Adjust time of low (ref H + or - = local high) (ref L + or - = local low)

Note Height Differences

• •

Adjust height of high Adjust height of low (ref ht x ratio * (ref ht x ratio * = local high) = local low)

Compute Actual Range

Tidal Range = (Local High – Local Low)

* Note: some subordinate stations provide differences (+) or (-) – add or subract rather than multiply

Slide 30

Determine the Depth

Apply Rule of Twelfths

Hourly increments

0, 1hr, 2hrs, 3hrs, 4hrs, 5hrs, 6hrs

Compute Change in Tide Height

High to Low: Ht of High Tide 0, 5, 25, 50, 75, 95, 100% of Range

Low to High: Ht of Low Tide + 0, 5, 25, 50, 75, 95, 100% of Range

Determine Depth

Depth Clearance = Sounding + Height Tide - Draft (from chart) (Rule 12ths) (boat specs)

Slide 31

Alternate Method

If predicted heights for day not available

Use “Mean Range”

Caution

• •

During Neap Tides

 

Using Mean Range may overstate depth at high tides

– Can be 25% of range

However, low tide depths may be greater than MLLW During Spring Tides

 

Depths at low tide may be less (minus tides)

– Can be 15% of range

However, high tide depths will be greater than predicted Slide 32

Vertical Charted Clearance

© 2004 “The Weekend Navigator”

Slide 33

Computing Clearance

Chart Datum

Generally MHW for clearances

Compute Clearance

• • •

Use Mean Range Add Mean Tide Subtract Height of Tide above MLLW Slide 34

Tide Form

Slide 35

Sample Tide Calculation Example 1

  

Location: Date: Rainsford Island – Nantasket Apr 18, 2004 Desired Time: 1400

Need:

• • •

Prediction of High and Low Tides (form) Tide Table (Newport, Rhode Island) April 2004 Subordinate Station (Table 2) (Station # 831)

demo

Slide 36

Sample Tide Calculation

Slide 37

Exercise 7-1 - Tide Calculation

Location: Chappaquoit Point West Falmouth Harbor, MA

  

Date: Sept 1, 2004 Desired Time: 0500 EST Draft: 2.5 feet

Determine Depth below the Keel

Need:

Prediction of High and Low Tides (form)

Tide Table (Newport, Rhode Island) Sep 2004

Subordinate Station (Table 2) (Station # 923) Slide 38

Newport, RI

Slide 39

Table 2

Slide 40

Exercise 7-1

Solution to Exercise 7-1

Slide 41

Questions ? … Comments

Slide 42

Homework

Chapter 7 - Solutions

Exercise 7-2 - Tide Calculation

  

Location: Pt. Judith Harbor of Refuge Date: Sep 1, 2004 Desired Time: 1200 EST

Height of Mast: 28 ft (vertical clearance)

Determine if you can clear the bridge

Vertical clearance of bridge: 27 ft

Need:

• • •

Prediction of High and Low Tides (form) Tide Table (Newport, Rhode Island) Sept 2004 Subordinate Station (Table 2) (Station # 975) Slide 44

Slide 45

Exercise 7-2

Solution to Exercise 7-2

Slide 46

Exercise 7-3 - Tide Calculation

  

Location: Date: Monument Beach Aug 22, 2004 Desired Time: 1930 EST

Determine height of tide

Need:

• • •

Prediction of High and Low Tides (form) Tide Table (Newport, Rhode Island) Aug 2004 Subordinate Station (Table 2) (Station # 925) Slide 47

Newport, RI

Slide 48

Exercise 7-3

Solution to Exercise 7-3

Slide 49

Exercise 7-4 - Tide Calculation

Location: Budd Inlet Olympia Shoal, WA

 

Date: Aug 22, 2004 Desired Time: 1930 PST

Determine Height of Tide

Need:

Prediction of High and Low Tides (form)

Tide Table (Seattle, WA Aug 2004

Subordinate Station (Table 2) (Station # 1135) Slide 50

Seattle, WA

Slide 51

Table 2

Slide 52

Exercise 7-4

Solution to Exercise 7-4

Slide 53

Exercise 7-5 – Bridge Clearance

Location: Sneeoosh Point

 

Date: Jul 4, 2004 Desired Time: 1500 PST

Determine Bridge Clearance

Charted Height of Bridge = 24 ft

Height of Mast on Boat = 25 ft

Need:

Prediction of High and Low Tides (form)

Tide Table (Seattle, WA Aug 2004

Subordinate Station (Table 2) (Station # 1161) Slide 54

Seattle, WA

Slide 55

Table 2

Slide 56

Exercise 7-5

Solution to Exercise 7-5

Slide 57

Exercise 7-6 - Tide Calculation Extra Exercise

    

Location: Sakonnet River Date: Jul 4, 2004 Desired Time: Mast Clearance: 1500 EST 25 ft Bridge Clearance: 24 ft

Can you clear the bridge?

Need:

• • •

Prediction of High and Low Tides (form) Tide Table (Newport, Rhode Island) Jul 2004 Subordinate Station (Table 2) (Station # 943) Slide 58

Newport, RI

Slide 59

Exercise 7-6

Solution to Exercise 7-4

Slide 60