Geology 480/590 and Biology 487
Introduction to Coastal Management

Beach Erosion

 

II.          A.       Beach Erosion - Landward movement of the HWL on              
                        oceanside or seaward on lagoon side.  
                       1.   
Definition of beach - area between high/low tide lines. 
                              a.  Mobile pile of sediment that moves on/offshore,
                                   between dune toe and minus 25-30 ft. (point of  closure).                        
            
B.        Causes of erosion.  Sea level, storms, reduced sand supply 
                        and man.
                        1.    Erosion can be aperiodic (storms) or steady.
                        2.    Each site different

C.        Role coastal morphology plays:
1.  Shelf-width determines if large waves arrive at beach.  If steep,
      waves do not refract.  Can lose sediment to offshore.

D.        Currents - several categories:  Waves generated most important, but
tidal currents can modify sand transport near inlets.  Oceanic currents rarely impact coast.  Guyana current exception.
1.   Rip Current - flows perpendicular to beach.  Part of nearshore
      cell circulation.
      a.   Results from interaction of incoming waves and edge waves.
      b.   Standing waves with crests normal to coast and
lengths 
            parallel to coast.

     
c.   Rip currents flow seaward at positions of lowest wave
heights.
      d.   Heights are least where edge wave and incoming
wave are  
            out of phase.
      e.   Move sand offshore and not returned.
2.   a.   Sand moved mainly by breaking waves. 
      b.   90% of movement takes place between
      c.   Sand moved downcoast by uprush/backwash motion of
            breaking waves and the current that  is induced parallel to the
            coast.

  
   d.     Amount moved depends upon wave height and breaker angle.

E.        Headland effects – serves to focus waves and protect downdrift shoreline.  May act as groin.

F.        Tidal inlet effects -
  
         1.     Inlets are generally unstable and migrate downdrift at rates of
                  1 m-10m/yr.  Erode the downdrift barrier.             
            2.    While moving, planform of barriers on both sides of inlet is  
                  
altered.  Adjustment in shape takes place in form of erosion.  
            3.   
Eb delta retains millions of cubic meters of sand and
                   periodically
  releases sand to adjacent beaches.                 
                 
(bypassing scheme)
            4.      Waves refract around shoal and create a zone of drift reversal. 
                  Buildup area near inlet.  Erode elsewhere.
  
               a.      Waves that break on shoals move sand toward beach. 
                        Eventually attach at some point depending upon shoal side. 
                        While moving or after they attach to island, they (bars) can 
                        alter the wave refraction pattern and cause erosion.  May be
                        temporary.

G.        Hardgrounds – wave resistant material on or offshore can slow down effects of erosion.

H.        Sea level changes – slow rise over past 4,000 years.  Worry about 
rapid rise in future.
1.       Beach moves landward and upward with rise of S.L., 1 foot of
 
       S.L. rise means shoreline moves 100-1000 times that distance 
       in a landward direction.
2.       Changing S.L. means changing sand supply.

I.          Storms – most dramatic changes.
  
         1.       Effectiveness determined by:  size of storm, speed of       
                   movement, tidal phase/stage, path, and time interval 
                   between storms.
            2.   Can create historical deficit, more sand moved offshore than
                   onshore.

            J.         Tidal cycles
  
                     1.      Some suggestion that under spring tide conditions 
                               beaches are  erosional.
  
                            a.   Dunes exposed at higher water.
  
                            b.   Beach face saturated with water, next wave and its
                                      backwash carries more sediment to surf.

            K.        Natural changes in sand supply.
  
                    1.     Erosion increases as supply decreases.
  
                     2.       Switching of river mouths at deltas.
  
                     3.       Tidal inlet migration and change in manner and 
                                location of sand bar movement (bypassing).

L.        Sediment changes induced by man
  
         1.     Sediment builds up behind dams, curvier diversion – 
                    divert natural channels off supply to beach.  Japan, California, 
                    Nile.
  
         2.         River diversion – divert natural channel Santee R. (SC) in  
                    1
940s, man diverted 90% of flow into Charleston Harbor.  
                   
Resulted in decreased sand  supply to beaches and erosion 
                    of 100-200 m of former shoreline.
  
         3.       Sand mining – alter the sediment budget.  Remove sand from 
                     the intertidal beach or dredge offshore areas.
  
         4.       Modifications of inlets.
  
                 a.    Inlets are influenced by tidal flow and littoral drift.         
                    b.   Stability of inlet governed by relative strength of tidal 
                           prism.                      
                    c.   On coasts where there is a large littoral drift, inlets will              
                          infill.
  
                 d.   Modification involves deepening.  Alters how much water
                         enters, changes how sand moves from one side of inlet to
                         other, if at all.
  
         5.   Coast perpendicular structures –
  
                 a.  Jetties/Groins built to block sand movement.  May direct far
                         offshore
                    b.     Usually create erosion problems downdrift by altering sand
                         budget.
  
                 c.      Jetties built to protect inlet entrance and stabilize channel. 
                         Directs or confines flow to help channel’s   self-scouring
                         capacity.
  
                 d.    Flow extends across littoral zone and causes buildup of sand,
                         also allows more sand to accumulate in shoal.
  
                 e.    Buildup in ebb delta and adjacent to jetty results in less sand
                         for  downdrift beaches.
  
          6.    Seawalls/revetments – parallel structures built above normal
  
                  HWL.  Generally vertical.
  
                  a.     Effective in protecting structures.
  
                  b.     Accelerates erosion in front of wall.
  
                  c.     Beach narrows and steepens, worsens with time.

M.        Beach Cycles.  West Coast studies led to idea that the cyclical 
changes take place, from flat erosional beaches in winter to steep 
depositional beaches (berms) in summer.  Related to waves.
1.   Do not always see the same thing on East Coast, USA or
      elsewhere in world.  Some areas have little difference between
      summer and  winter waves.  Our coast does.
2.      Beach cycle can be observed before/after storm.  Post-storm
      beach profile is flat, after period of time we can observe a steep
      accretional profile.

N.        Australian beach studies – beach constantly changing due to wave 
power in
breakers.
1.  Two end members – reflective/dissipative.

2.      Reflective – steep, linear, surging breakers, high runup, no rip cells,
      more susceptible to erosion than the dissipative types.
3.      Dissipative – concave profile, “Flat” wide surf zone, multiple bars,
      waves break far offshore.  More energy required to erode.
4.      For protection strategies, important to know modal state of beach,
      because each site is different.