Updated 21 Oct 2012

Tidal Trench

Return to Portal

Tidal Trench on the Old Mill Stream

Looking South to Mill
In Sep 2007, damage caused by blockage of an old arm of the River Stour was repaired at Bear Mead near Wimborne in Dorset. A trench was restored, reconnecting the river with the Old Mill Stream by excavating and deepening 68 metres of the former channel. The object was to re-introduce flowing water into an old, 2 mile long Mill Stream which had become heavily silted up. Also to help store water in the Mill Stream during river flood and drain it back afterwards. A strong flow has been observed through the trench both Northward and Southward, hence the description "tidal". The battle between instant local rain and delayed distant rain is fascinating. After observing three seasonal cycles of flood and drought, and lowering the trench bottom in stages to 1 metre below surrounding flood level, the results appear encouraging. The trench is now visited by otters.

see also: TIDAL TRENCH to control flooding:
History of the Mill Stream | Unblocking | Tidying | Theory & early results
Drain/Fill comparison | Results during flooding | Profile of Tidal ditch | from Space |

Looking North to river

Flow in the Trench

FLOW:

South into Mill Stream

North into River

................

LEVEL:

of River

100m up Mill Stream

................

RAINFALL:

per Day

Wet Season

Winter 09-10

10 Nov - 08 Dec 2009
Remarkably wet 30 days, causing 3 slight floods.
09 Dec 2009 - 06 Jan 2010

07 Jan - 04 Feb 2010

05 Feb - 05 Mar 2010

06 Mar - 03 Apr 2010

04 Apr - 02 May 2010

Wet Season

Winter 09-10

Trench from above


River rising and filling the Mill stream reservoir.
FILL flow, 16 Jan 2008, 0841 hrs, R=356, MS=325.
Meeting of the waters. The silt-laden Stour meets the much clearer Mill Stream. Near balance, with slight flow into the Stour.
BALANCE flow, 29 Nov 2009, 1150 hrs, R=292, MS=293.
River falling and Mill stream reservoir draining back into it. DRAIN flow, 18 Jan 2008, 1549 hrs, R=267, MS=308.

Trench from below

From Post 01, otter stone, river.
From Post 01, otter stone, bridge.
From Post 04, scale.
From Post 11.
From Post 17.
Drain flow in trench, river=225,
Mill Stream=275, 1630 hrs,
27 Feb 2010
2813 Inclosure-type wire c1815

How it works and results

    The Tidal Trench is 68 metres long, 1 meter wide and 1 meter deep. It connects the River Stour with the Old Mill Stream. The Mill Stream is an old arm of the Stour, now silting up but acting as a reservoir around 3 kms long, 10 metres wide and 50 cms deep, holding around 15,000 cubic metres. The trench bottom has a high point or hump 250 cms above datum (as of Aug 09). This prevents flow in either direction except under the following circumstances:
    • The River >250 and >the Mill Stream, producing FILL flow.
    • The Mill Stream >250 and >the River, producing DRAIN flow.
    • The rate of flow is proportional to the difference in levels.
    • When flow occurs but levels are equal, an interesting oscillation occurs along the trench, triggered by small level changes in the fast-flowing river.

    Flow will usually occur during the winter, when river and Mill Stream levels are often high enough. However 5 July 2007 would have produced a good FILL flow, due to country-wide rainfall that flooded much of middle England.
    FILL flow has the advantage of speeding storage of river water in the Mill Stream reservoir when the river approaches flooding.
    DRAIN flow assists drainage from the Mill Stream reservoir when flooding is over.

    The Mill Stream is unusual in that there are four inflowing brooks for rainwater collected in nearby hills, and two outflow points which only work for levels above 300. As a result the Mill Stream was usually stagnant. The tidal trench now allows heavy rainfall to find its way to the river at a level of 250, as is evident from clear water flowing into the silted river at the North end of the trench.

    After 1277 days of testing, the tidal trench was found to have:

     To May 2011
    No flow: 73%
    DRAIN:   23%
    FILL:     4%
    

      Days with flow in trench 
      DRAIN FILL        DRAIN FILL
-----Note 1-----
Dec 07  4    1    Dec 09  22   9
Jan 08  8    4    Jan 10  27   4
Feb     4    0    Feb     19   3
Mar     4    0    Mar     24   1
Apr     0    0    Apr      9   1
May     0    3    May      5   0
Jun     0    0    Jun      0   0
Jul     0    0    Jul      0   0
----Note 2------
Aug     0    0    Aug      1   0
Sep     1    0    Sep      0   0
Oct     3    0    Oct      1   0
Nov     9    3    Nov     12   0
Dec 08  9    2    Dec 10  10   0
Jan 09 11    2    Jan 11  20   3
Feb    14    2    Feb     18   0
Mar     6    0    Mar     26   0
Apr     2    0    Apr      2   0
May     0    0    May      0   0
Jun     4    0    Jun     na  na
----Note 3------  ----Note 4------
Jul     1    0    Jul     na  na
Aug     5    0    Aug     na  na
Sep     0    0    Sep     na  na
Oct     2    0    Oct     na  na
Nov    13    8    Nov     na  na
                  TOTAL  296  46
                  Ratio  6.4
Notes
1 Hump set at 300
2 Hump lowered to 270
3 Hump lowered to 250
4 Hump lowered to  ?

OTTERS in the Trench
The trench has now become a highway for wildlife. From its excavation, otter footprints and spraint were seen.
7 Jan 2010, Jane Adams (Co-ordinator of Nature Watch Corfe Mullen) placed a large stone at the bottom of the trench, about 3 metres from the river.
9 Feb 2010, two large otter spraints were seen balanced on top of the stone. Otters were using the stone as a territory marker.
5 Mar 2010 a multitude of prints appeared on the silt delta where the trench meets the river.

More from above

30 Nov 2009 Stour flows into the Old Mill Stream
Looking North, R=350, depth=1 metre.
1 Dec 2009 Flow continues down the Old Mill Stream
Looking South, R=343, depth=93 cm.
3 Dec 2009 Flow leaving Old Mill Stream into
Julian's Stream.Looking East, R=306.
7 Oct 2012 Stour flows into Mill Stream. Looking North, R=333.
7 Oct 2012 Flow continues down Mill Stream. Looking South, R=333.

A very wet month

Two-directional "tidal" flow in the Old Mill Stream.
Flow reversed 10 times due to 241 mms rain in 31 days, causing 3 floods.
Flow in the old Mill Stream
Work in summer 2009 took the level of the trench bottom down to 250, ready for the wet season. River or Mill Stream levels above 250 produce two-directional "tidal" flows shown in the graph.
1,4,7 Other streams (OS) taking local rain into the Mill Stream (MS) cause a rise in level even when there is a flow into the river.
2. Inflow from the river and OS pulls the MS upwards.
3,6 Zero local rain and drop of river causes the exponential decay of MS.
5. River and MS levels nearly balanced, with little flow either way.
8,10. Flow into the MS only from the river pulls the MS up. Flow out via Julians stream (JS) prevents MS from rising above about 320.
9,11 Heavy rain reverses fall of river and starts filling MS via OS.
12 Continued heavy rain pushes river into flood. Heavy inflow into MS pushes it up to 330. Dry period allows river to drop and MS to drain into it.
13 River drops further, JS cuts off at 288, MSE at about 280 and MS at 250.
Comparison of areas leads to the conclusion that inflow from river and other streams are approximately equal.
Julian's stream (JS), 1 km long, leaves MS at SY997994, flows under Julian's Rd, to SZ007992 near Merley Hall farm where it joins the Stour. About 80% of water in full MS flows down JS into Stour, preventing MS from rising above about 320. See photos 62f, 62k, 62m, 62j.

PROFILE of Tidal Ditch

Lengthwise profile along 68 metres of ditch.
  Pipe bottom defines lowest effective level.

Post  bot top wdth
01    253 398  95
02    255 392  90
03    254 393 100
04    254 388 120
05    253 383 130
06    252 387 120
07    249 379 105
08    247 372 125
09    251 366 115
10    246 353  95
11    253 355 100
12    248 345 105
13    243 348 100
14    244 329 100
15    250 340 110
16    242 317 100
17    240 305 115

Post  bot top wdth
18    237 302 115
19    238 288 110
20    231 281 120
21    214 279 130
22    213 283 125
23    210 277 125
24    213 283 115
25    213 283 110
26    212 279 110
27    212 282 115
28    213 287 115
29    218 285 115
30    205 280 115
31    212 286 120
32    209 284 105
33    214 282  95
34    219 280 105

Post  bot top
CBrN  227
Cpipe 237 332
CBrS  238
MS    

MILL STREAM FLOW:

S(outh) into Mill Stream

N(orth) into River Stour

**=Balanced (zero) flow

01   NOVEMBER  2009
     196 mm (350cm) (250cm)
Date   Rain  River  MillStream
 1      21    -      -        
 2       0    -      -        
 3       4   173    256       
 4       1    -      -        
 5       0   210    253N      
 6       5    -      -        
 7       0   160    250       
 8       0    -      -        
 9       0    -      -        
10       6   145    248       
11       2   147    250       
12      13    -      -        
13      20   163    270N      
14      13   277    278**     
15      11   329    296S      
16       5   333    315S      
17       0   255    282N      
18       0   200    265N      
19       0   175    260N      
20       6   167    258N      
21      10    -      -        
22      12   277    275N      
23      13   303    292S      
24       0   290    285**     
25      12   292    289**     
26       3   289    285**     
27       2   212    275N      
28      14   180     -        
29      23   292    293N      
30       0   357    320S      

       DECEMBER 2009
     150 mm (350cm) (250cm)
Date   Rain  River  MillStream
 1       0   343    318S      
 2      22   260    293N      
 3      16   306    300S      
 4       1   354    323S      
 5      11   260    290N      
 6      14   284    294N      
 7       8   328    308S      
 8       6   347    320S      
 9       6   361    330S      
10       0   322    307S      
11       0   245    283N      
12       0   227    276N      
13       0   217    271N      
14       0   210    267N      
15       2   206    267N      
16       2   206    266N      
17       1   208    266N      
18       0    -      -        
19       0   196    262N      
20       2   192    262N      
21       2    -      -        
22       4    -      -        
23       9    -      -        
24      15    -      -        
25       0   222    272N      
26       5    -      -        
27       2    -      -        
28       0   205    271N      
29      11    -      -        
30      11   275    281N      
31       0   292    288N      

78     JANUARY 2010
      72 mm (350cm) (250cm)
Date   Rain  River  MillStream
 1       0    -      -        
 2       0    -      -        
 3       0    -      -        
 4       0   182    261N      
 5       1    -      -        
 6       2   175    258N      
 7       0   174    256N      
 8       0   170    256N      
 9       0    -      -        
10       0    -      -        
11       0   165    253N      
12       0    -      -        
13       9    -      -        
14       0   179    259N      
15       1    -      -        
16      18   231    276N      
17      11   305    291S      
18       0   353    322S      
19       0   221    276N      
20       6   203    270N      
21       0   207    266N      
22      24    -      -        
23       0   295    286S      
24       0   306     -        
25       0   214    268N      
26       0   198    264N      
27       0   190    262N      
28       0   187    261N      
29       0    -      -        
30       0    -      -        
31       0   184    256N      

79     FEBRUARY 2010
     89 mms (350cm) (250cm)
Date   Rain  River  MillStream
 1       0   181    256N      
 2       0    -      -        
 3       7    -      -        
 4       1   218    256N      
 5       4   215    257N      
 6       4   220    259N      
 7       0   204    256N      
 8       0    -      -        
 9       0   184    255N      
10       0    -      -        
11       0   175    252       
12       0   170    251       
13       0   168    251       
14       0   166    251       
15       0   165    250       
16       4    -      -        
17       4   177    253       
18       9   183    257N      
19       0   280    265S      
20       0   242    263N      
21       5   197    257N      
22      11   261    265N      
23       7   290    280S      
24       6    -      -        
25       6   232     -        
26       0   239    266N      
27      11   225    275N      
28      10   286    277N      



80     MARCH 2010
      80 mm (350cm) (250cm)
Date   Rain  River  MillStream
 1       0   291    282S      
 2       0   216    267N      
 3       0   186    263N      
 4       0   186    261N      
 5       0   180    260N      
 6       0   175    260N      
 7       0   173    260N      
 8       0    -      -        
 9       0    -      -        
10       0    -      -        
11       0    -      -        
12       0   165    253N      
13       0    -      -        
14       0   163    250       
15       0   155    250       
16       0    -      -        
17       0   160    250       
18       3   160    250       
19      18    -      -        
20      18   196    270N      
21       0   222    263N      
22       5    -      -        
23       4    -      -        
24       3   185    262N      
25      16    -      -        
26       0   224    266N      
27       2   192    262N      
28       1   184    260N      
29       6    -      -        
30       2   186    260N      
31       2    -      -        

81     APRIL 2010
        mms (350cm) (250cm)
Date   Rain  River  MillStream
 1       0    -      -        
 2      12    -      -        
 3       5    -      -        
 4      12   295    278S      
 5       5   282    282N      
 6       0   205    264N      
 7       0    -      -        
 8       0   181    260N      
 9       0   175    259N      
10       0   174    259N      
11       0   172    257N      
12       0   171    255N      
13       0   172    253N      
14       0    -      -        
15       0   165    251       
16       0   165    252       
17       0   165    250       
18       0   162    249       
19       0   160    247       
20       0   160    246       
21       0   158    245       
22       0   157    245       
23       0    -      -        
24       -    -      -        
25       -    -      -        
26       -    -      -        
27       0    -      -        
28       0   153    240       
29       0   153    250       
30       0   152    252N      

5. EYE MEAD from a Map of Wimborne Parish 14 July 1847

Points of Interest:
  1. The 2007 tidal trench now lies between island 2381 and the lower shore on this 1847 map
  2. Lake Mill Stream is about 1.75 miles in length, enclosing an area of 119 acres of meadow and pasture on the Stour floodplain.
  3. The numbers are reference numbers to fields awarded at the time of the Inclosure Act 1813.
  4. 2380-2381-2383-2384 were islands in 1847, today they have "grafted" onto the nearest bank, possibly part of the canalisation exercise on the River.
  5. These "old islands" still retain close-growing 200-year mature trees, including white willows and alders, that have nearly vanished from the mainland.
  6. The peninsula on field 2373 where the two Stours re-met, and the oxbow, show the water in the minor loop once had a sturdy flow.
  7. The peninsula where the Mill Stream rejoins the Stour has today silted up, but a direct channel now exists.
  8. Lake Mill was located near the little island and field 2377, at OS reference 9955-9912 where there is now a low earth platform.
  9. A spur down to the river from Cowgrove Road existed then, as well as a ford or possibly a bridge where the present wooden footbridge is.
  10. Rodney Legg says "Traditional agriculture used to encourage the flooding [of these meadows] in winter as this prevented the ground freezing and brought on an early crop of grass."

Old Mill Stream from Space

2001 Cattle trampled areas.
2002 Cattle track over concrete bridge.

Sale
of
Land
Nov.
2002

2005 Cattle removed.
2007 Blocked Trench. Large undrained area.

Stream
unblocked
18 Sep 2007

2009 Restored Trench. Footbridge built.

Compiled, formatted, hyperlinked, encoded, and copyright © 2008, John Palmer, All Rights Reserved.