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Activity Name:

Wave overtopping experiment bare clay section 1-3

Activity Numbre:

102

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 6 and 9.5m 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, 2:45 p.m.

End Date:

Feb. 2, 2022, 2:45 p.m.

Active time length:

Days:

1

Hours:

4.0

Other:

Location

Levee stretch:

Other

Coordinates/ Latitude (WGS):

139727.0

Coordinates/ Longitude (WGS):

226774.0

Coordinates/ Altitude (mTAW):

None

Descriptor:

6-9.5 m downstream of the outflow opening of the wave overtopping simulator located on the dike crest. The clay was removed on the landside slope. The bottom end of the test section is approximately 1m from the landside toe.

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

Activity Descriptor

At the upper section the test will start with the wave volume that is one level lower than the level which led to a significant erosion at the lowest section (in 10 waves). The volume is then increased to at most one level above the level at which the test may have been aborted in the lower or the middle section. Finally, the volume is decreased to 500 l/m. At every level, 20 waves are applied, with a maximum 60 second break after every 10th wave. New examples, closely connected to the examples in activity 101, with the assumption that the erosion in the middle section is not worse than in the lower section: 1. Start with 20 waves of 1500 l/m, with a maximum wave volume of 3400 l/m (this maximum is based on the specified limits). 2. Start with 20 waves of 1500 l/m, with a maximum wave volume of 3000 l/m. 3. Start with 20 waves of 3000 l/m, with a maximum wave volume of 3400 l/m (the ‘regular’ maximum volume of the current wave overtopping simulator). In case the erosion at the middle section was worse than at the lower section (to be estimated by Deltares and the local test leader), then the test in the upper section will start at one level below that worse level, increasing to one level higher, followed by a decrease to 500 l/m. For example, in case serious erosion occurred in the middle section at 1500 l/m and that test had to be aborted at that level. Then the middle section was clearly weaker than the lower section. Then the test in the upper section will start with 20 waves of 1000 l/m, and the maximum volume is 2000 l/m. A total wave time is difficult to specify on beforehand, but most likely it will not be much more than 1.5 hours (including the maximum of 60 seconds break after every 10 waves).

Equipments

this activity does not have equipments

Monitoring & Sensors

10 GoPro's for photogrammetry for monitoring the difference in erosion depth between waves and for determining the front velocities of waves
The images from the GoPro's could be analysed using photogrammetry to get a full coverage of the change in erosion depth. This was used to determine an erosion relation.

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 calibrate this relation

Other key information