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Activity Name:

Wave overtopping experiment bare clay section 1-2

Activity Numbre:

101

Activity type

Strength test

Involved Workpackage

Flood defences
Emergency response
Knowledge infrastructure

Objective

these tests are aimed at measuring the erosion rate of the clay layer underneath a grass sod on the landside slope of a levee, in order to enable the determination of the residual strength of the levee after failure of the grass. The results can be used to test and validate erosion models – both current models and future models.

Activity Brief descriptor

Right before the start of a test on a section, the upper 20 cm (including the grass sod) will be removed over a distance of 3.5 m long and 4m wide. This section was located in between 10.5 and 14m downstream of the outflow opening of the overtopping simulator and subjected to regular waves to be used in the calibration of an erosion relation

Linked to theme(s):

Breaching
Animal- & vegetation-induced anomalies
Erosion processes
Temporary levee repairs
Levee survey & monitoring technique
Prolonged collaboration

Activity Time

Start Date:

Feb. 2, 2022, 2:37 p.m.

End Date:

Feb. 2, 2022, 2:37 p.m.

Active time length:

Days:

1

Hours:

4.0

Other:

Location

Levee stretch:

Other

Coordinates/ Latitude (WGS):

None

Coordinates/ Longitude (WGS):

None

Coordinates/ Altitude (mTAW):

None

Descriptor:

Other references:

Data

Data: 1

Data type:
Description:
Date availability: None
Media avaliable:
Find media:

Relationships with other activities

Detaled information about the activity

Pre-conditions

The grass was removed over a section of 4m wide, between 10 and 13.5m from the outflow opening of the wave overtopping simulator over a depth of 20 cm using a crane.

Activity Descriptor

At the middle section, the test starts with 20 of the largest waves, followed by a stepwise decrease. When choosing the volume to start with, the results obtained for the lower section are decisive. The initial wave volume will be one level higher than the wave volume at which a significant erosion rate occurred (in the order of 5 cm or more for 10 waves). This is to be estimated by Deltares and to be decided with the local test leader. However, if the series of waves at this higher volume in the lower section has not been completed because the test had to be aborted, then a lower initial volume may be chosen. This decision was taken in the field, by the local test leader and the advisor of Deltares. Three examples: 1. Suppose on the lower section no (or only little) erosion occurred during the 10 waves of 1500 l/m, an estimated increase of more than 5 cm during the 10 waves of 2000 l/m, the same during the 10 waves of 2500 l/m and that the test has been aborted after 7 waves of 3000 l/m. Then the test on the middle section will start with waves of 2500 l/m. 2. Suppose on the lower section hardly any erosion occurred during the 10 waves of 1500 l/m, there was a clear increase of the erosion during the 10 waves of 2000 l/m, and the test has been aborted after 3 waves of 2500 l/m. Then the test on the middle section will start with waves of 2000 l/m. 3. Suppose that in total only about 15 cm of erosion has occurred (as measured indicatively at the end of the test of the lower section), without a significant increase at any stage, and the lower section will remain open. Then the test on the middle section will start with waves of 3400 l/m. At every level, 20 waves will be applied, with a maximum 60 second interruption after every 10 waves. In the most extreme case (i.e., a situation like example 3 above), this means first 2 x 10 waves of 3400 l/m, followed by 2 x 10 waves of 3000 l/m, etcetera, and finally 2 x 10 waves of 500 l/m. The total ‘wave time’, including 13 x 60 seconds interruptions, will be about 1.5 hours.

Equipments

this activity does not have equipments

Monitoring & Sensors

10 Go Pro camera's were used
The camera's produced imaged which could be analaysed using photogrammetry to determine the rate of erosion as a function of the released wave volumes.

this activity does not have sensors

Limits

During Activity

Post-activity conditions

Immediate Results

Results /Conclusion

Infrastructure Knowledge

Erosion relation for wave overtopping on clay
This activity was used to validate the ersion relation

Other key information