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Holocene sea level trend on the west coast of Bohai Bay, China: reanalysis and standardization
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Jianfen Li1, 2, Zhiwen Shang1, 2, Fu Wang1, 2, Yongsheng Chen1, 2, Lizhu Tian1, 2, Xingyu Jiang1, 2, Qian Yu3, 4, Hong Wang1, 2, *
Acta Oceanologica Sinica | 2021, 40(7) : 198 - 280
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Acta Oceanologica Sinica | 2021, 40(7): 198-280
Marine Geology
Holocene sea level trend on the west coast of Bohai Bay, China: reanalysis and standardization
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Jianfen Li1, 2, Zhiwen Shang1, 2, Fu Wang1, 2, Yongsheng Chen1, 2, Lizhu Tian1, 2, Xingyu Jiang1, 2, Qian Yu3, 4, Hong Wang1, 2, *
Affiliations
  • 1 Tianjin Center, China Geological Survey, Tianjin 300170, China
  • 2 Key Laboratory of Coast Geo-Environment, China Geological Survey, Tianjin 300170, China
  • 3 Key Laboratory for Coast and Island Development (Nanjing University), Ministry of Education, Nanjing 210023, China
  • 4 School of Geographic and Oceanographic Sciences, Nanjing University, Nanjing 210023, China
Published: 2021-07-25 doi: 10.1007/s13131-021-1730-5
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Using 110 newly revised Holocene sea level indicators categorized into three types, sediments (67), shelly cheniers (27) and oyster reefs (16), this paper firstly provides a Holocene relative sea level curve, based on multiple approaches of litho- and biostratigraphies and sedimentary faces analysis, for the west coast of Bohai Bay, China. Following considerations, including indicative meaning, the paleo tidal pattern and range and conversion from mean tidal level to mean sea level, an apparent relative mean sea level (RMSL) curve was further reconstructed. After systematical calibration using CALIB, those of the 48 reworked samples were further corrected for the residence-time effect. Similarly, the younger ages for another 35 samples were chosen at the subsample level. These result in a younger-oriented shift for about 0.5 ka. Three local spatial factors, including neotectonic subsidence (average rate about 0.1 mm/a), self-compaction of unconsolidated sediments (between a few decimeters to about 6 m) and subsidence due to groundwater withdrawal (between a few centimeters to about 2.5 m), were quantitatively corrected. Finally, the amended RMSL curve after eliminating all these local temporo-spatial factors is very likely to show non-existence of mid-Holocene highstand and imply potential influences of both ice-volume equivalent sea level and regional glacial isostatic adjustment. Although it is still unable to divide both global and regional factors, the slowdown of sea level rise, in 7.5–6.8 ka with a maximum height less than +1 m, may constrain the model effort in the near future.

cheniers  /  oyster reefs  /  sediments  /  temporospatial corrections  /  local RMSL
Jianfen Li, Zhiwen Shang, Fu Wang, Yongsheng Chen, Lizhu Tian, Xingyu Jiang, Qian Yu, Hong Wang. Holocene sea level trend on the west coast of Bohai Bay, China: reanalysis and standardization[J]. Acta Oceanologica Sinica, 2021 , 40 (7) : 198 -280 . DOI: 10.1007/s13131-021-1730-5
Local relative sea level changes contain rich information on the mechanisms that reflect the spatial and temporal variations of the global sea level picture and constrain history of ice melting and isostasy. However, such information is useful only if the resolution of the data (i.e., the sea level indicators, sea level index points) is sufficiently high.
Holocene sea level change on the west coast of Bohai Bay, China, represents a typical example. This issue has been investigated intermittently for the last four decades, initiated by litho- and biostratigraphical studies (Wang, 1964; Zhao et al., 1978; Yang et al., 1979). Zhao and Zhang (1984), Xia (1981), Xie (1986), Xu (1994), Wang (1994) and Xie et al. (2012) preliminarily reconstructed the history of relative sea level change for Bohai Bay and/or other sectors along the northern mainland coast of China. These studies were evaluated by Pirrazoli (1991) in his atlas of sea level curves. However, as Woodroffe and Horton (2005) have indicated, the spatial and temporal uncertainties of these early indicators were too large, in particular, these indicators do not meet the generally acknowledged criteria established by van de Plassche (1982, 1986), Murray-Wallace and Woodroffe (2014) and Shennan et al. (2015).
For example, 14C dates from bulk-samples were presented as measured values (without isotope fractionation correction) and were not systematically calibrated for the regional marine reservoir effect and fluctuations in the atmospheric 14C activity (Wang et al., 2004; Wang and Fan, 2005). The influence of residence time effects on reworked samples was not recognized or corrected for (Shang et al., 2016).
The vertical spatial accuracy of the early indicators was on the order of decimeters or meters (Zhao and Zhang, 1984; Wang, 1994). Moreover, the approaches used to measure the elevations of several of the indicators were oversimplified. For example, many researchers believed that shelly cheniers formed along shorelines at high tidal positions (Zhao et al., 1980; Zhao and Zhang, 1984; Liu and Walker, 1989; Xu, 1994). Therefore, half of the tidal range or 2 m should be subtracted from the elevation measured to determine the contemporary mean sea level (MSL) (Zong, 2004; Sun et al., 2015). However, other researchers have found that the subsurface of shelly cheniers may dip seawards, with a 1–2 m vertical difference between the rear and front ends (i.e., between the landward and seaward edges), into a muddy intertidal flat (Cai, 1981; Xia, 1981; Wang, 1994; Wang et al., 2000a, b, c; Su et al., 2011). Therefore, one must carefully consider the depositional position of a chenier indicator and its relationship with the tidal environment or use a wider vertical error range if one cannot accurately determine its depositional position (Su et al., 2011). Recently, several case studies were able to precisely define the subsurface slope of cheniers and the relationship between the chenier and the tidal range for such indicators found just above the chenier subsurface1 (Su et al., 2011; Wang et al., 2011a; Li et al., 2016a, b).
Another method for determining the indicative meaning is using the top surface of oyster reefs, mainly those formed by Crassostrea gigas. Early studies suggested that the growth of C. gigas reefs was controlled by low tidal levels and the reefs cannot build above low tide. Therefore, half of the tidal range should be added to the elevation of the surface to reconstruct mean tidal level ( MTL) (Zhao and Zhang, 1984). However, recent studies have reconfirmed that the elevation of the top surface of C. gigas reefs is mainly controlled by MTL, but not low tides (Wang, 1994; Zhang, 2004; Wang et al., 2006, 2011a, b, c). This has been shown by conchologists such as Okutani (2000).
Other than cheniers and oyster reefs, most sea level indicators are embodied in sediments; these types of sea level indicators include basal peat layers, which previously have been used by the local researchers (Zhao and Zhang, 1984) and the authors (Wang, 1994; Li, 2010; Wang et al., 2011a). Recently, several new efforts to integrate results from the area were restricted to basal peat layers obtained from cores in the coastal lowland and event-typed pulses of relative sea level changes found in cores in the adjacent shallow sea (Tian et al., 2017; Wang et al., 2020b).
In this paper, we attempt to establish an improved data set of the Holocene sea level indicators of the area; and the materials were obtained from sediments, shelly cheniers and oyster reefs (we reevaluated our previous data in Li et al. (2015) with a set of newly obtained data for the analysis). On such a basis, we establish a new local relative mean sea level (RMSL) curve, with systematic considerations for the local factors affecting the RMSL and discussions for the spatio-temporal position of the turning-phase of sea level change and possible constraints for the glacial isostatic adjustment (GIA) influence on the local RMSL trend. Finally, we try to approach potential ability to identify future research directions.
The Bohai Sea is an inner sea of China, including its three embayments, i.e., Liaodong Bay, Bohai Bay and Laizhou Bay (Fig. 1). Our study area, the coast of Bohai Bay, is located in the west Bohai Sea, with a muddy coastal lowland being distributed over the northeast part of the North China Plain (Fig. 1). Today, the coastal plain is generally lower than 5 m in elevation relative to National Vertical Datum 1985, with gentle slopes at around 1:10 000. There are intertidal muddy flats, 3−5 km wide, with an average gradient of about 1:1 0002 ( Shang et al., 2016).
Geologically, the basement of study area, from the northwest to the southeast, includes the Jizhong Depression, the Cangxian Uplift, the Huanghua Depression and the Chengning Uplift, which are a set of secondary units of the Bohai Bay Basin (Fig. 1). Relative to the surrounding fold zones, the basin has slowly subsided since Paleogene rifting, being filled with mudstone, sandstone and psepholite, 3 000−5 000 m thick, during the Paleogene and sandstone and mudstone, 1 000−5 000 m thick, during the Neogene; in the Quaternary, fluvio-lacustrine muddy and sandy sediments were deposited with a maximum thickness of approximately 500 m3 ( Zhang et al., 2010; Chen et al., 2013; Huang et al., 2014).
Holocene sediments, about 15−25 m thick, superficially covered the entire study area and are divided into three parts: the lower and upper parts with flood plain and salt marsh-lagoonal facies, and the intercalated middle part with marine transgressive−regressive facies representing intertidal to shallow marine environments. The Holocene strata are mainly composed of silts and clays with a small amount of fine sands, showing a continuous stratigraphic sequence. All these coastal fine sediments are favorable for recording and preserving information of sea level changes. However, due to such very fine characteristics the late Pleistocene and Holocene brackish shallow aquifers in this coastal area were often semi-confined and confined with high levels of mineralization (Cao et al., 2016). It may affect the ages of sea level indicators concerned (see the following discussion of this paper).
Furthermore, we speculate that the Holocene tidal pattern in the Bohai Bay could be similar to present, and the paleo tidal range is also similar if not even smaller (Shennan and Horton, 2002). This estimation is supported by the spatio-temporal distribution of Holocene shorelines showing an approximately concentric−circle configuration with present (Wang et al., 2010; Li et al., 2015; Shang et al., 2016). Therefore, the indicative meanings of Holocene sea level indicators are likely determined reasonably based on the present tidal regime (Fig. A1 and Tables A13).
At present, the annual average precipitation in the study area is about 600 mm (max. 897 mm, min. 332 mm), but the annual mean evaporation reaches about 1 740 mm (max. 2 673 mm). This striking contrast results in the presence of the salt-tolerant Artemisia-Chenopodiaceae-Pinus assemblage (Xu et al., 1986), including scattered Cyperus rotundus (?) and Suaeda salsa in the upper part of the intertidal zone. Such high evaporation directly causes poor development of vegetation in the salt marsh. For the recent decades, Spartina alterniflora, artificially imported from Jiangsu Province about 900 km southeast of the study area, has been thriving in the upper part of the intertidal zone. This newly intruded species modified the original characteristics of coastal vegetation.
For the western Bohai Bay, the three major types of sea level indicators used in this study are sediments, cheniers and oyster reefs (Fig. 2). Two remarkable morphological features, the shelly cheniers of the Chenier Plain and the linear earthy mounds on the Oyster Plain, delineate the ancient shoreline positions and control the distributions of the sea level indicators (Wang et al., 2010; Shang et al., 2015; Shang et al., 2016) (Fig. 2).
Our previous work has determined 136 indicators from more than 530 radiocarbon-dated samples and their spatial positions (depth in cores and elevation/depth in outcrops) along the coast of Bohai Bay (Li et al., 2015). All the procedures for ensuring reasonable judgement of spatial and temporal information of relative sea level (rsl) indicators and further conversion to the corresponding RMSL have been conducted. Here, reference water level (RWL) and indicative range (IR) are based on van de Plassche (1986) and Shennan et al. (2015), with reference to the regionally generalized summary of Woodroffe and Horton (2005). Also, local residence-time corrections for both reworked shells and plant materials have been attempted (Shang et al., 2015; Shang et al., 2016; Li et al., 2015). Consequently, a RMSL band was obtained and compared preliminarily with the model-predicted regional relative sea level curves45 (personal communication, Lambeck, 2014; Li et al., 2015).
In this study, we abandoned 34 “limited” indicators from the original 136 data (Li et al., 2015). These include (1) those sea level indicative meanings are relatively less clear. For example, the indicator Yujialing/TD356 was taken from a pit of bridge-pier. It could be estimated only in intertidal to subtidal depth because pier digging did damage to original reef sequence (Li et al., 2015) but now it is cautiously thought such a depth range estimated is too wide. (2) A vertical range between basal peat layer and overlying clearly marine-influenced sediment, identified by firaminifera, ostrocoda or diatom, is too large. For example, definite marine evidence was found 1 m or even near 2 m above the indicators ZH2/4/98Y083 or CH19/BA06817 (Li et al., 2015). Therefore, their capability indicating the contemporaneous sea level elevation is relatively weak. Afterwards, on the other hand, 8 newly revised data are added. Finally, 110 indicators are represented in this study.
Furthermore, a number of additional quantitative considerations for the local tidal regimes with estimation for the paleo tidal patterns, conversion from mean tidal level to MSL, standardization of different elevation systems and corrections for the local factors affected spatial characteristics including neotectonics, self-compaction and groundwater abstraction are given in this study.
Based upon the studies on the Holocene basal peat in core sequence and the modern coastal vegetation zonation in the southern Changjiang River Delta, together with the present tidal information from the five local gauge stations there, the Holocene basal peat was formed between the highest high water (HHW) and mean high water (MHW) (Wang et al., 2012b, 2013). Following this judgement, we chose an average 4.10 m of the observed highest high tidal ranges (in period of 1960−1979, Tanggu Station) and an average of 5.16 m for the predicted astronomical tidal ranges (four stations in the west of Bohai Bay) (Liu et al., 1986) and mistakenly used an average 4.63 m of both values as an estimated approximate maximum range of the local HHW and the lowest low water (LLW) (Li et al., 2015). Then, to compare with the 2.5 m mean tidal range (Liu et al., 1986), a vertical difference of 1.05 m (i.e., a half of difference between HHW−LLW and MHW−MLW ranges) was obtained for the IR for the local basal peaty samples and the midpoint RWL is 1.775 m above MSL. Finally, an indicative meaning of (1.8±0.5) m (rounded from (1.775±0.525) m) was used to be subtracted from the peaty sample’s altitude to reconstruct RMSL (Li et al., 2015).
However, the following conditions should be considered in applying this method for the basal peat indicators. (1) The basal peat layers are a proxy of the vertical space between mean higher high water (MHHW) and MHW, or mean high water springs (MHWS) and MHW (van de Plassche, 1982; Shennan et al., 1983; Törnqvist et al., 1998; González and Törnqvist, 2009), but not between HHW and MHW. Even for Wang and her co-authors themselves, the IR, has been changed from HHW−MHW to MHWS−MHW now (Wang et al., 2018). (2) A potential mistake was not being aware of the difference between MTL and MSL and assuming they are equal (Li et al., 2015) even though the local MTL is actually approximately 15 cm lower than the MSL when higher tides are taken into consideration67.
In this study, we changed to use vertical space between MHHW and MHW as IR for the basal peat layers. Consequently, the reconstructed RMSL is about 0.5−0.7 m higher than using 1.8 m and the IR is much narrower than in our previous paper (Li et al., 2015) (Table A3). Taking the same peat layer in the bayhead area as an example, a newly reconstructed RMSL will be 54 cm higher because RWL+IR, (1.26±0.05) m, is subtracted in this study instead of subtracting (1.8±0.5) m. For the south periphery area, the difference is even larger, up to 0.7 m; i.e., compare the (1.1±0.03) m value in this study to the (1.8±0.5) m from Li et al. (2015) (Table A3).
For the other sediment indicators, either at approximately high waters, low waters or just in intertidal depth, their corresponding indicative meanings are given for bayhead and periphery, respectively (Table A3). In general, those formed at high waters, 1.3 m or 1.1 m should be subtracted; those formed at low waters, 1.15 m or 1.05 m should be added; those formed particularly at approximately mean lower low water (MLLW), 1.6 m or 1.45 m should be added, respectively, for bayhead or southeast periphery (Table A3). However, in our previous study, 1.5 m (a half of mean high tidal range) or 2.3 m (a half of the mistakenly recognized maximum tidal range of 4.63 m in Li et al. (2015)) were simply subtracted or added, respectively.
For the indicators, which are known formed in the intertidal depth but without tangible evidence to indicate their precise positions, we have indicated a vertical range of their intertidal depth. Therefore, its estimated RMSL is just their existing elevation with a large error of ±1 m. Such a treatment is the same as performed previously (Li et al., 2015).
In Li et al. (2015), the chenier samples collected from literature were commonly recognized to be from the intertidal zone only; therefore, no vertical compensation was needed. However, with further consideration on sedimentary facies now, the concrete sampling positions (either above the front-, the mid- or the rear-base) are determined when possible. As a result, for those formed above the mid- and rear-parts of the subsurface, certain compensations are given (Fig. 3; Tables A3 and A4). The oyster reefs’ samples were taken exactly from the reef-top enable to indicate mean tidal level directly. Then, adding compensation of 15 cm, a converted RMSL can be estimated, then with an error ±0.7 m as practically observed undulation of the flat topography (Tables A3 and A4).
Tidal terms used in this study refer to those from van de Plassche (1986), Lin and Sun (1987) and Shennan (2015). The present tides in the west coast of Bohai Bay have an unequal semidiurnal pattern67 and thus, the “mixed tidal pattern” (Shennan, 2015) was used. The data of the present local tidal ranges, measured in four gauge stations from north to south along the west Bohai Bay, were collected and carefully collated (Figs 1 and A1; Tables A1 and A2).
Studies are rare about the local paleo tidal regime in the study area. Given an example of both the Humber and the Wash embayments, Shennan and Horton (2002) further corrected the MSL elevation of the sea level indicators, based on the modeled paleo tidal ranges of 6 ka and 3 cal ka BP, which are 2.5 m or 1.6 m, respectively, less than a half of the present high tidal ranges. However, Shennan and Horton (2002) also indicated that for those of open coasts, difference between the present and the paleo tidal ranges are relatively small. The paleo morphology of the west Bohai Bay, delineated as concentric-circles of the paleoshorelines determined by both the chenier and the earthy mound chains (Wang et al., 2010; Shang et al., 2015, 2016) (Fig. A1), was quite similar with its present configuration. Therefore, the present tidal ranges (Tables A1 and A2) were used for the Holocene period.
The present shoreline of Bohai Bay had been completed continuously during the last 1.5 cal ka BP, following the formation of Chenier I (Wang et al., 2010; Shang et al., 2016). Therefore, the indicative meaning of samples, younger than 1.5 cal ka BP and distributed along the present shoreline, are derived based on the present tidal regime. However, prior to 1.5 ka, the paleo Bohai Bay extended further inland, and the paleo bayhead directed slightly northwestwards to the Oyster Plain with an extensive south periphery (Fig. A1). Sea level indicators older than 1.5 ka should comply with the paleo tides and paleo morphology, with estimated tidal ranges given in Table A3.
A small difference that should not be ignored between MTL and MSL is approached in this study, although we were not aware of this difference in our previous work or in all the early literature. According to the tidal gauge station in Tanggu (Tianjin New Port), in the present bayhead area, the MTL between MHHW and MLLW is 15−16 cm lower than the local MSL, while the MTL between MHW and MLW is only 2−2.5 cm lower than the local MSL67. On the other hand, the local MSL in Tanggu Station is only 2 cm lower than the national MSL of National Vertical Datum 198567. We think therefore that interchangeability between the local and the nationwide MSLs is satisfied in this study. However, when using either MHHW or MLLW as being the RWL, a difference of about 15 cm between MTL and MSL must be taken into account (Tables A2 and A3). For example, at bayhead area, if a sea level indicator is determined as MHHW or MHW, (1.3±0.5) m should be subtracted for restoring MSL; however, if an indicator was formed at MLLW, (1.6±0.5) m should be added for its contemporaneous MSL (Table A3). Another example is that the actually observed elevation of reef-top for each oyster reef is indeed a proxy of MTL elevation, and thus, 15 cm should be added to MSL reconstruction (Tables A3 and A4.3: see the notes of the indicator No. 95). In a word, simply using a half of tidal range as MSL as we did before would provide about 15−30 cm deviation during MSL reconstruction in the coast of Bohai Bay.
During the last two decades, we have used the National Vertical Datum 1985 to determine the elevation of our own samples. However, many previously published data, especially those before the 1990s, were based on different local datum systems or the old national system. In our former paper (Li et al., 2015), we have converted all the elevation values of the previously published data, relative to 1951 or 1972 local datum systems, into the National Vertical Datum 1985 by subtracting 1.543 m or 1.668 m from those original values, respectively; while for those values of the 1956 national system, 0.029 m should be subtracted to the National Vertical Datum 1985, based on an authoritative document issued by SMG8. In this paper, the same procedure is still performed for all the indicators used.
We use the vertical space between MHHW and MHW as the growing space for basal peat. Thus, the newly revised indicative meaning is (1.255±0.045) m (i.e., (1.26±0.05) m) for both the present and ancient bayhead areas and (1.105±0.025) m (i.e., (1.1±0.03)) m for the ancient southeast periphery (Table A3). Those basal peat layers, formed in the present and ancient periphery sectors, will be treated as the samples in bayhead but based on their own tidal properties given in Table A2, although only small differences exist in between the bayhead and periphery subareas. The indicative meanings for these basal peat layers are (1.1±0.03) m for the south periphery and (1.15±0.03) m for the north periphery (Table A3). Each indicator was processed using the same procedure but its own tidal property and there is no need to go into more details in the following context. Detailed descriptions can be found in Appendix A.
The upper peaty layer, directly overlying on the Holocene marine and brackish sediments, was much less developed and preserved than the basal peat in the study area. However, a number of proxies, including organic-rich soil horizons and peaty mud and hydromorphic soil horizons in lagoonal-salt marsh environments, were probably discontinuously influenced by high tidal levels. Therefore, the upper peaty layers and proxies were treated in the same way as the basal peat layers were in this study.
The depositional mechanisms of the in situ thin organic-rich layers intercalated with marine-influenced, brackish muddy sediments are similar to those of the upper peat layers; their indicative meanings further support these interpretations. For example, indicator No. 53, a darkish organic-rich muddy layer less than 5 cm thick, intercalated with brackish muddy sediments, has a foraminifera assemblage consisting of 12 tests of Nonion glabruum and a single test of Ammonia beccarii, indicating a relatively weak influence from high water levels. Therefore, such intercalated thin organic-rich layers are treated in the same way as the peat layers are in their RMSL reconstruction (Table A4.1).
The other sedimentary indicators are composed of various marker layers. Lithostratigraphical logging, facies analysis and micro paleontological studies can determine indicative meanings. For indicators formed at MHHW, 1.3 m was subtracted, with an error ±0.5 m; for indicators formed at MHW, 1.21 m was subtracted (Table A2). Here, we simply used (1.3±0.5) m for both MHHW and MHW for the bayhead samples (Table A3). For those samples formed at approximately MLLW, (1.6±0.5) m was added, while for those formed at approximately MLW, (1.15±0.5) m was added for bayhead samples (Tables A2 and A3). The indicative meanings of samples formed in an intertidal zone are the altitudes of the samples, with an error ±1 m. For example, sample No. 7, a thin layer of lagoon-salt marsh sediments in the ancient bayhead area was formed by a flooding event, revealed by its foraminifera assemblage (Li et al., 2004) (Table A4.1). Therefore, 1.3 m, the vertical difference between MHHW−MTL (Table A2) was subtracted to reconstruct the RMSL (note that the relationship between the local MTL and MSL is described in Section 3.3).
In earlier studies, the subsurface (i.e., the base, the bottom) of a chenier was thought to be spread along or above the MHHW shoreline, on which reworked shells and shell hash, mixed with fine sand and mud, accumulated (Russell and Howe, 1935; Price, 1955; Wang, 1964; Otvos and Price, 1979; Reineck and Singh, 1980; Zhao and Zhang, 1981; Zhao et al., 1980; Gu et al., 1983; Li and Li, 1987; Zhao, 1989; Wang and Ke, 1989; Liu and Walker, 1989; Xu, 1994).
However, several other researchers argued that the subsurface of chenier formed in intertidal zone, especially during its initial stage (Woodroffe et al., 1983; Weill et al., 2012) and dipped seaward (Neal et al., 2002; Rodríguez-Ramírez and Yáñez-Camacho, 2008; Weill et al., 2012). The vertical difference between its seaward front and landward rear of the subsurface is 1−2 m (Rodríguez-Ramírez and Yáñez-Camacho, 2008; Weill et al., 2012) or 2−3 m (Hijma et al., 2017). On the coast of Bohai Bay, several previous studies indicated that the seaward front of the subsurface declines into the intertidal zone and is buried by late intertidal muddy sediments. The seaward front of the subsurface was >2 m lower than its landward rear, with slope ratio of 13‰−19‰ (Xia, 1981; Xie, 1986; Cai, 1981; IOG, 1985).
Figure 3 shows a comprehensive model of the local shelly cheniers based on our own investigations (Wang, 1994; Wang and van Strydocnk, 1997; Wang et al., 2000a, b, c; Su et al., 2011), which have provided more sedimentary evidence for the indicative meaning of the local cheniers.
Leveling investigations of the subsurface, using an Eijkelkamp gouge corer (25 mm or 50 mm in diameter) and a total survey station, revealed that the chenier subsurface dips seaward with slope ratio of 5‰−20‰ (maximum 22‰−27‰), based on 22 Eijkelkamp-core sections conducted perpendicular to five chenier chains (Cheniers IV-1, III, II-1, II-2 and I) at an average surveying distance of 105 m and a mean vertical difference between the seaward and landward ends of about 1 m9 (Su, 2012a; Su et al., 2011; Wang et al., 2000a, b, c; Wang et al., 2020a).
As described in the first section of this paper, correctly using shelly cheniers as sea level indicators requires knowledge of the sampling position. The subsurface of the chenier body tilts seawards and can be separated into three parts: the front-, mid- and rear-base. Only samples taken closely above the subsurface can be used because the subsurface and the sediments immediately above it have a connection to tidal levels. Therefore, most of our chenier samples were collected immediately above the subsurface and a few were collected from the very top of the underlying muddy sediments. Sediment above the front-part, i.e., the foot of the chenier, is wedged into intertidal muds and is ideal for sampling because this part was undoubtedly deposited in the intertidal zone and can be used as index point directly indicating intertidal depth. However, the sediments above the mid- and the rear-part of the subsurface need microfossil information for interpretation; e.g., the mid-part of Chenier III in Jugezhuang site (Li et al., 2016b; the indicator No. 71 for example in this study). Radiocarbon-dated shells, taken from the mid- to upper parts of chenier body, accumulated from strong waves during storm surges and generally are difficult to precisely and convincingly use to reconstruct contemporaneous sea levels. The previously dated samples collected from the mid- and upper parts of cheniers were distinguished (Wang and van Strydonck, 1997) and abandoned (Li et al., 2015) (Fig. 3).
Along the coast of Bohai Bay, many pits, dug two decades ago by the local fishermen for shrimp culture in the present muddy upper tidal flat, expose the buried foot of Chenier I in the bayhead and its south periphery (Figs 4a and b). This deposit contains shelly fragments (commonly a few millimeter to 1 cm) mixed with silt and clay and is poorly sorted, showing roughly wavy bedding of alternation between shell hash-dominated and mud-dominated layers (a few centimeter thick each), with peculiar penecontemporaneous gravity-deformation (irregular convolute-bedding). The color is dark and indicates a reducing environment (even shells and foraminifera tests were dip-dyed to a dark color).
Moreover, numerous reworked shell hash and broken shells, several of which are still distinguishable as Mactra veneriformis, Scapharca sp., Rapana, Solen sp., and Glossaulax sp., and other marine mulloscs, were mixed with the underlying muddy sediments beneath the front-base. Thus, the top of the underlying muddy sediments below the front-base indicated the intertidal depth. Both samples, taken from the chenier foot and the top of its underlying mud, indicated the intertidal depth and their indicative meaning is the sample altitude ±1 m (Table A3).
In contrast to the underlying mud immediately below the front-base, muddy sediments beneath the mid-part, especially beneath the rear-part, were less influenced by sea water. These muddy samples and the shell samples taken from above the mid- and rear-part are thus preferable for study of microfossil assemblages. Here, we present a case study. Continuous Eijkelkamp core sampling from the underlying mud upward to the lower part of shelly chenier was conducted across the mid-part of the subsurface (Fig. 3) in Section J341-13, Jugezhuang site, Chenier III (Li et al., 2016b; Su et al., 2011). Foraminifera from the top of the underlying mud resulted in 79−692 tests per10 g dry sample, composed of Ammonia beccarii vars.−Elphidium nakanokawaense−Nonion glabrium assemblage with A. granuloumbilica and A. takanabensis, which is quite similar to the present tidal flat assemblage of L3 between MHW and MHWN (Li et al., 2016a). For the samples immediately above the subsurface in this core, 2 016−6 979 tests per 10 g dry samples, mainly consisting of A. beccarii vars.−A. confertitesta assemblage with small amount of E. simples, A. granuloumbilica, A. anntetens, Pseudononionella variabilis, P. tuberculatum and so on, were found and are similar to the present tidal flat assemblages L2 and L1, found at approximately MHW−MHHW (Li et al., 2016a). Therefore, the samples taken immediately above the mid-part of subsurface can be roughly recognized as representative of approximately MHW. Correspondingly, the indicative meaning is calculated by subtracting (1.2±0.5) m (rounded from 1.21 m) from bayhead sites and subtracting (1.1±0.5) m (rounded from 1.08 m, Tables A2 and A3) from south periphery sites. For the samples taken immediately above the rear-base, (1.3±0.5) m or (1.1±0.5) m should be subtracted for the bayhead and south periphery sites, respectively (Tables A2 and A3).
Crassostrea gigas has been found from the East Siberian coast, Hawaii, Japan, through the Chinese coast, to Vietnam and Thailand, and lives in shallow waters to the intertidal zone (Johnson and Foster, 1951; Kira, 1975; Scarlato, 1981; Chonglakmani et al., 1983; Wang, 1994; Okutami, 2000; Wang et al., 2006). Relative to the genus Ostrea, which prefers deeper water, the species of Crassostrea can grow from subtidal to intertidal depths in shallow bays, estuaries, tidal-influenced mouth-channels and lagoons (Stenzel, 1971; Hopkins, 1979). Crassostrea requires higher summer water temperatures to successfully propagate (spawning, fertilization and larval growth) since they are all nonincubatoric. However, they can tolerate extreme low temperatures in the winter season. Therefore, accumulating in intertidal zone or very shallow water is normal for the species of genus Crassostrea (Stenzel, 1971). C. virginica, crowded with dense clusters of living and dead specimens in the intertidal zone, can be seen along the coast from the southern Atlantic states to the Gulf, USA. An extreme example is in estuary near Wadmalaw Island, South Carolina, where the living reefs of C. virginica are exposed twice daily during normal low tides (Stenzel, 1971; Hopkins, 1979; Davis and Fitzgerald, 2004). We found that the top of living C. gigas reefs can reach an elevation of MTL in the intertidal zone of Dashentang, Tianjin (Wang et al., 2011c). Similarly, in the intertidal area of the Xiaomiaohong site, Yellow Sea, Jiangsu Province, about 900 km south of the study area, the modern C. gigas reefs grow to MTL (Zhang, 2004).
Figure 5 shows a comprehensive model of the local oyster reef build-up based on our investigations10 (Wang, 1994; Wang et al., 2006, 2011b, c, 2012a; Fan, 2008, 2010; Liu, 2010; Li et al., 2020), which have provided more sedimentary and ecological evidence of its indicative meaning.
Bed 1. Thin layered and/or laminated alternation between muddy (clayey and silty) and fine sandy−silty sediments, brownish gray to black brown (10YR 6/1−3/1), mixed with scattered marine shells such as articulated Scapharca kagoshimensis, Mactra veneriformis, Dosinia sp., Cyclina sinensis, Potamocorbula laevis and their broken valves, and gastropoda shells Terebridae and Nassarius sp., etc. It was undoubtedly a marine environment.
Bed 2. Oyster reef, densely populated, vertical growing in situ articulated oysters, Crassostrea gigas shells, with horizontally intercalated layers of disturbed individuals (mainly still articulated but a few disarticulated due to reworking), indicates alternation between tranquil and relatively unstable environments during the reef building. Trapezium liratum shells, articulated, were the most common concomitant species; also less common are Rapana, Scapharca kagoshimensis, Ruditapes philippinarum, Cerithidea sp., Assiminea sp., Stenothyra sp. and occasionally crab chelae and even teeth of Actobates sp. Clayey mud filled in between the crowded individuals, representing about 10%−20% of the normal growth layers, but >50% of the disturbed horizontal layers.
Bed 3. Clayey and silty mud, brownish gray (10YR 6/1−4/1), with scattered broken shells and articulated larvae of Potamocorbula laevis. Corbicula fluminea, and Terebridae and Cerithidea sp. also existed. A few Solen sp. shells are articulated and in a vertical in situ position. Usually, this mud deposit coarsens upward, especially when found in small depressions on the reef-top, implying less sedimentation in such depressions to normal accretion on an open tidal flat. In the small depressions, about 30−50 cm thick, nonlaminated, organic-rich clayey mud, brownish gray to dark brown (10YR 5/1−3/4), accumulated in a stagnant reducing microenvironment (Fig. 6d). The ventral margin of the shells on the upper most top of reef body is still sharp and without truncated and eroded traces. This implies a quiet transition from reef to overlying mud (Fig. 6d). Coarsing upward is present and a gradual change to alternate laminae of clay and silt-very fine sand or silty-sandy lenses, commonly <1 cm thick and less than 5−10 cm long, irregularly appear in the muddy matrix. These alternations and/or irregular silty-sandy lenses are typically of tidal bedding structure (Reineck and Singh, 1980; Davis and Fitzgerald, 2004). Nevertheless, the reef-top was sharply eroded and the ventral margin of the upper most shells was clearly truncated and some shell individuals were even removed from/horizontally paved on the reef top (Fig. 6e). These two circumstances, the change from reef to the overlying mud either conformably or erosionally, occurred at approximately MTL. However, most of the reef top was only slightly eroded and the samples taken from the very top of reefs are still able to indicate MTL.
A total thickness of Bed 3, i.e., between the reef-top and the upper boundary of the tidal bedding structure13 (the last irregular silty/sandy lamina, LISL; Wang et al., 2006), was observed to be 1.2−2 m in Biaokou, 1.1−2.2 m in Beihuaidian, about 1 m in Lingtou, 1.4−2.4 m in Dawuzhuang, about 2.1 m in Binhaihu and 1−1.3 m in Konggang sites. Generally, the average thickness is 1.6 m (Wang et al., 2011c). The local mean high tidal range is about 3−2.8 m from the bayhead to the two periphery sides (Tables A1 and A2) and the reef top may build to MTL; therefore, a range of 1.6 m is an accommodation space that the high tides may provide to a vertically depositional capacity from the mean tidal level (i.e., the reef top) upward to approximately MHHW. This is counterevidence showing that the top surface of reefs was essentially controlled by MTL. Thus, the top surface of C. gigas reefs can be directly used as a MSL indicator after conversion from mean tidal level to MSL (see Section 3.3), with an undulation error ±0.7 m (see below).
Bed 4. Muddy sediments, dull yellow orange to dull yellowish brown (10YR 6/3−5/4), garlic structure, freshwater Gyraulus sp., Bithynia sp., Metodontia sp. and brackish articulated Solen sp., Glauconome primeana were scattered in situ in the muddy sediments. This represents a lagoonal-salt marshy environment with a few sea water flooding events (e.g., indicator nos 7 and 8, Table A4.1), and sometimes, a short gap existed in between this layer and the underlying intertidal mud deposition (Li et al., 2004).
The top of local C. gigas reefs is often slightly undulated. Leveling investigations for 19 spots at three buried reef sites, including Dawuzhuang (Fig. 6a), revealed that the top undulations for each site are 1.28 m, 1.4 m and 0.46 m, respectively (Fan et al., 2005; Liu, 2010; Wang et al., 2011c; Wang, 2012). Based on the maximum undulation of 1.4 m, we therefore use ±0.7 m as a vertical error when using the top-elevation of the reefs as MSL indicator. In Xiaomiaohong site, the top-undulation is similarly as 0.5−1.0 m (Zhang, 2004). Recently, a choosing-the-site investigation for envisaged Oyster Reef Museum was carried out in Ninghe County, Tianjin (about 3 km east of Chaobaixinhe River, about 30 km down from the top-frame of Fig. 2). In total, 35 rotary drilling boreholes were implemented penetrating the reef body over an area of 240 m×120 m within an extensive reef. Observed elevations of the top surface revealed in all 35 cores was between −3.522 m and −2.260 m (National Vertical Datum 1985) and thus the maximum undulation is 1.26 m (Qin et al., 2017) (Fig. 6f). This result indicates that this newly investigated result is consistent with general estimate of l.4 m obtained by the previous studies.
All the 14C ages of the 110 indicators are calibrated by CALIB Series 7 (Reimer et al., 2013) with ΔR=−178±50 a for the marine shell samples in Bohai Sea (Southon et al., 2002). For those nonconventional dates, which were obtained from the literature in the 1980s−1990s, lacking of δ13C values, CALIB 3 (Stuiver and Reimer, 1993a, b) is first used with either the local empirical mean value of −2.68‰ PDB for marine shells (Wang, 1994; Wang and van Strydonck, 1997; Li et al., 2015) or recommended δ13C values given by Mook and van de Plassche (1986) for other samples to fulfill the isotope fractionation correction and obtain their approximate conventional ages, and then, IntCal13 or Marine13 of CALIB Programmes 7 were used for further systematic calibration (Reimer et al., 2013; http://calib.qub.ac.uk/calib) (Table A4). The 2σ range of calibrated age and the median probability are listed simultaneously (Table A4). For graphical purposes (Törnqvist et al., 2015; Hijma et al., 2015), the median values are illustrated in this paper (Figs 7 and 8).
The spatial positions are depicted qualitatively by using a few different symbols. For instance, indicators of the peat layers, showing high waters between MHHW−MHW, are illustrated as “┬” in time-depth graph (Fig. 7a). Indicators that were formed around low waters, i.e., the lower part of the intertidal zone or the upper part of the contiguous subtidal environment, are illustrated as “┴”. Those indicators, which are known to be formed in intertidal depth only, are drawn as “□”. Some indicators may directly define the mean tidal level and must be converted to MSL (see Section 3.3), the top of oyster reefs demonstrates this case, being portrayed as “+” (Fig. 7a). For those marked layers, including archaeological proof (e.g., indicator No. 34, a layer in which a copper coin was found in Chuangganglu site), relevant symbols will be chosen from one of the above based on their facies descriptions. As the primary result that we actually observed, Fig. 7a serves as a foundation for the following explorations. First, based on the RWL and IR characteristics (Table A3) of each indicator, a temporospatial RMSL trend is derived (Fig. 7b, Table A4).
Local residence time corrections (RTC) have been added to CALIB for reworked shells and several organic-rich bulk samples from our previous studies to decrease the age contamination (Shang et al., 2015, 2016; Li et al., 2015). In reworked marine shells, the average maximum residence time ranges from 1 100 cal a to 1 300 cal a, with the semi-empirical values of 600 cal a or 100 cal a for the original 14C dates older or younger than 1 cal ka BP, respectively, based on the age comparison between 47 subsamples from 17 single layers in the study area (Shang et al., 2016). Similarly, for the terrestrial organic-rich bulk samples, an average maximum range of the residence time is 1 320 cal a, with the semi-empirical values of 660 cal a or 100 cal a for the original 14C dates older or younger than 2 cal ka BP, respectively, based on the age comparison of 40 subsamples from 20 bulk ones (each bulk sample has two subsamples: >180 μm and <180 μm) (Li et al., 2015). In total, 48 marine and terrestrial samples were RTC treated directly (Table A4: Column 10).
As to those subsamples themselves, the younger/youngest ages were directly chosen, and 35 indicators were the case (Table A4: ticked “yes” in the Column 9). In reality, selecting the younger/youngest at the subsample level is a kind of RTC, as well. In total, of 110 indicators, 83 have been RTC corrected. Thus, a small shift in the temporal distribution towards a younger direction is revealed in Fig. 8a.
For a long time, some local researchers simply believed that the neotectonic subsiding rate should be equal to the sedimentation rate. As a result, a neotectonic subsiding rate of 1−2 mm/a was estimated according to the thickness of the local Pleistocene and Holocene sediments (Wang et al., 2003). Although this is not appropriate, quantitative estimation of the neotectonic subsidence has long been one of the thorniest problems for the local geologists.
Xu et al. (2005) found that during the Quaternary period, a total of five alluvial terraces were formed in the western and northern mountains surrounding the study area (Fig. 1), and the highest one had been raised to about 250 m above the present river surface. To a first order, this outcome might imply that an average neotectonic uplifting rate is about 0.1 mm/a in the mountain areas. Correspondingly, the local neotectonic subsidence in the contiguous plain, including our study area, might be at most about 0.1 mm/a.
During recent years, seismological and lithostratigaphical studies, spurred by petroleum exploration, offered a new perspective for better understanding the regional neotectonics. Following the studies of the postrift tectonic reactivation during the Neogene−Quaternary in the Bohai Bay Basin, by using the back-stripping method for 120 deep cores (Huang et al., 2014), Liu et al. (2016) indicated that the Bohai Bay Basin as a whole began to subside during this postrift phase until present day. As a depressional center of the whole basin, the Bozhong Depression, which is the east of the study area (Fig. 1), had an average subsiding rate of about 0.08 mm/a for the past 5 Ma (Pliocene and Pleistocene), while the Huanghua Depression was only about 0.035 mm/a (Huang et al., 2014; Liu et al., 2016). As to those secondary uplifting regions such as the Cangxian Uplift and Chengning Uplift, their subsiding rates were even lower than those of the Huanghua Depression (Fig. 1).
These estimations of neotectonic subsiding rates—being less than one-tenth of 1 mm/a—are definitely an order lower than what was previously acknowledged by some local researchers. Nevertheless, a correction for the neotectonics is an indispensable part of a sea level study in a relatively small area, and we therefore use 0.1 mm/a as a general subsiding rate to give an elevation correction of all the sea level indicators in this study (Fig. 8b, Table A4: the first line of Column 13).
The actually measured data of the vertical distribution of the porosity in the study area consist of four varying values (Table A5)3. A decay in the local porosity shows that consolidation settlement nearly finished at approximately 400 m in depth, which coincides approximately with the average thickness of Quaternary sediments in the area14. It means that a decompacting correction is needed for the upper 400 m at least. On the other hand, based on these data3 and average depths of several key layers (Table A5), approximate porosity values are estimated for the surface sediment, the Holocene basal peat, the hard soil horizon formed during the Last Glacial Maximum (LGM), and the base of Quaternary sediments as well (Table A6).
This approach is different from Pico et al. (2016), who used 1.68 km, a general estimate of total sediment thickness for the Bohai Sea and Yellow Sea region, as well as 63% of the surface porosity of clay sediment (Φ0) and an exponential attenuation length of 3.7 km (i.e., 1/0.27 km) for the clay sediment column (z0), both based on Guillocheau et al. (2012). Pico et al. (2016) then obtained a decompaction value of 8.04 m for an exemplified Core SYS-0701 at a depth of about 19.3 m (−52 m below sea surface and about 115 km out of the nearest present continental shoreline in the Yellow Sea (Liu et al., 2010)). Our result shows that a correction value is 5.62 m for the same depth of 19.3 m (Appendix B), which is less than the value of 8.04 m from Pico et al. (2016). Geographically, our study area is quite different with Core SYS-0701; therefore, the estimated value of 5.62 m for our study area seems to be reasonable.
Finally, all sea level indicators in this study are corrected for self-compaction by adding an appropriate value (Fig. 8c, Table A4: the second line of Column 13). A thickness of the modern artificially backfilling material is certainly not considered for this calculation. However, for those indicators taken from the cores drilled in the shallow sea, the thickness of the overlying water column should be included because it will play a similar function for compaction as the sediment overburden on the layers of the indicators. Such indicators include Nos 18, 19, 38, 106, 107 and 108.
The self-compaction of sediments can largely alter the altitude of relative sea level indicators, especially for thick peat layers that may be reduced by 90% of their original volume (Shennan and Horton, 2002). Shennan and Horton (2002) then suggested to select thin peat layers that lay on the Pleistocene sandy sediments as sea level indicators. However, in our study area, the whole late Pleistocene and Holocene sediments are mostly composed of muddy sediments. Compaction may influence all the sediments at various depth ranges, within which the Holocene sea level indicators must be involved.
Although land subsidence had started sporadically in the urban area of Tianjin since the 1920s by the first ground water withdrawal (Wang et al., 2003), extensive subsidence began only after 1975 in the whole low-lying coast of Bohai Bay315 (Xie et al., 2019). Isobath map of land subsidence for the past four decades of about 1975−2015, with high resolution lines as 100 mm or 200 mm spacing, indicates that the maximum subsidence has accumulated more than 3 m in this period in some crucial areas1516. Therefore, compensation for land elevation is needed for those indicators from the boreholes and pits, drilled or dug after 1975 in the subsiding places shown by GSC16 and IGM15. For example, Borehole BQ2, from which indicator No. 24 was obtained, is located in the isopach line 1 600 mm and was drilled in 2000 with the borehole elevation +1.57 m measured during the drilling process. If considering that the subsiding started in 1975, then the actual subsidence of this borehole until the drilling year of 2000 should be 1.0 m; i.e., the land surface of this borehole from its existing +1.57 m National Vertical Datum 1985 should be compensated to +2.57 m, and the elevation of indicator No. 24 should be correspondingly added by this value approximately. All the indicators influenced by this subsidence have been corrected (Fig. 8d, Table A4: the third line of Column 14).
To date, all the local factors have been removed step by step from the original RMSL pattern in Fig. 7b. As a result, a solid black line, arbitrarily hand-drawing in Fig. 8d, shows preliminarily a local RMSL curve in the study area.
In total, 21 indicators were found in the period of about 8.3−5.8 ka. They can be separated into two groups. The first group is not necessary for RTC, including two articulated, vertically stood razor shell indicators, Nos 59 and 82, and seven oyster indicators, Nos 95−98 and 106−108. Similarly, indicators Nos 3 and 67 are classified to this group because they are macroplant samples.
The second group is composed of redeposited samples and is RTC processed. This group includes eight organic-rich sediment indicators, Nos 53−56, 60−61, and 63−64. Their younger ages, given by their subsamples >180 μm, were used. Additionally, indicators Nos 1 and 44, reworked shell or peaty mud, fall under to this group. The ten RTC processed indicators of the second group, together with the first group, comprise a hand-drawn line for this period (Fig. 9: black line). However, if considering the ages contributed by the subsamples <180 μm of the second group, the further obtained approximate ages for their bulk samples (i.e., a mathematic mean of the ages of the two subsamples), and the originally non-RTC processed ages of the indicators Nos 1 and 44, then another curve by integrating Group 1 may be achieved (Fig. 9: red line). A comparison between the two lines shows an obvious geochronological uncertainty, and a trend that is about 0.5 cal ka younger likely exists. As a result, a change from slowdown to stop (i.e., nearly horizontal) seems to occur at about 6.8 cal ka BP rather than about 7.3 cal ka BP and the slowdown is likely to start from about 7.5 ka (Fig. 9).
After eliminating all the local temporospatially affected factors, an amended RMSL pattern illustrated by a solid black curve in Figs 8d, 9 and 10 only remains; theoretically, combined contributions of the eustatic change and the regional isostatic adjustment only remain, as well.
Lambeck et al. (2014) and Bradley et al. (2016) discussed the ice-volume equivalent sea levels (ESLs) and gave the crucial heights of about −5.4 m or about −5.8 m, respectively, at about 7 cal ka BP, which can be roughly recognized as the beginning of the slowdown and nearlly stopped at about 2 ka (Lambeck et al., 2014). However, such two time boundaries are about 7.5 ka and about 6.8 ka, respectively, aforementioned for the study area. Note all the ESLs are not RTC corrected. Among all the 968 original observation data (Lambeck et al., 2014), nearly 450 belong to various sediments, shells, beahrocks and cheniers, of which some ages are likely contaminated by redeposition and/or different at the subsample level. If we would do the RTC for these data, then a beginning of the slowdown, constrained by both ice sheet melting history and isostasy, would be even younger.
Additionally, the progressively improved GIA-modeled projections emphasized a mid-Holocene highstand, i.e., about 2−3 m higher than that at present for the west coast of Bohai Bay4 (personal communication, Lambeck, 2014). Bradley et al. (2016) also discussed a set of projected sea level curves being even about 4−6 m higher at approximately 6 cal ka BP for the same region. However, our RMSL curve is remarkably lower than the predicted curves after about 6 cal ka BP but also obviously higher than both the later predicted curve of Lambeck and Robby (personal communication, 2014) (Fig. 10: the light green one) and the band of Bradley et al. (2016) before about 6−7 cal ka BP (Fig. 10). Such double misfits are perhaps interesting for the existing explanations (Lambeck et al., 2014; Bradley et al., 2016) for the north coast of China. It may imply that comparing that the projected GIA-contributions4 (personal communication, Lambeck, 2014; Bradley et al., 2016) after 6 ka were likely overestimated but were underestimated before that for the region (Fig. 10).
It is worthwhile to pinpoint that the monotonically seaward-dipping characteristic of the chenier subsurface in the coast of Bohai Bay is different with the convex form of subsurface due to the sink-down of chenier body at the Louisiana coast (Reineck and Singh, 1980: p.352). This difference for the subsurface form may imply that postdepositional self-compaction of the chenier itself and the immediately underlying sediments in the study area was not as strong as that at the Louisiana coast. For instance, indicator No. 71 (Table A4.2) has a compensation of 1.56 m for self-compaction based on its sampling depth of 4 m (Table A5). In total, among 27 chenier indicators, most of them are estimated to experience a self-compaction of about 0.5−2 m (Fig. 8c, Table A4.2: the second line of Column 13). However, if considering the fact that the subsurface was not of a convex type (Fig. 3), then the vertical compensations of about 0.5−2 m may be overestimated. If so, it may explain why the chenier indicators lie at much higher positions, often about 2−3 m above the present MSL (Fig. 8c). On the other hand, due to lacking practically tested data at this time, the compensation for subsidence by groundwater withdrawal that we used is only linear-transmitted to the depth at which indicators existed. Therefore, such compensation may also be overestimated. Nevertheless, if considering two such possible overestimations, it is even much more unfavorable for model-projections of the mid-Holocene highstand.
The early Holocene sea level rise was quickly with an average rate of about 1.4−0.7 cm/a in period of 9−7 cal ka BP (Lemback et al., 2014). Thus the vegetation pavement, forming the basal peat layer later on, may further horizontally extend inland from its original range between MHHW−MHW (Tables A2 and A3), at most, for about 1 km, considering intertidal gradient (the present gradient, see Section 2) if vegetation growth and sediment supply kept pace with the sea level rise. Nevertheless, on the other hand, high sea waters may not often reach such extended end. This is likely a reason that why top part of basal peat layer and/or muddy sediment immediately-above-basal-peat-layers lack definite paleo microbiological evidence for sea water existence and such basal peat layers sometimes can only be used as “limited” indicators.
Twenty organic-rich bulk samples, taken from six cores from DC01 eastward to Q7, about 70 km apart (Shang et al., 2018), were all separated into two subsamples with boundary of 180 μm. Of them, 19 bulk samples, taken from last five cores, located in the range of Holocene marine transgression, show all δ13C values are in between −19.2‰ and −27.0‰ PDB for the subsamples <180 μm, but δ13C values of subsamples >180 μm are −24.5‰ to −28.3‰ PDB (Shang et al., 2018). All these 19 subsamples of <180 μm have older AMS ages than subsamples >180 μm, with older range of 170−8 530 cal a (an average 1 320 cal a) (Li et al., 2015; Shang et al., 2018). Thus, much heavier and much older for the subsamples <180 μm must have a regional significance. The heavier δ13C the closer to the sea is obedient to marine influence (Törnqvist et al., 2015). However, the regional marine reservoir age of about 220 a, caused ΔR= −178±50 a (Southon et al., 2002), is unable to explain why the age-difference between the two subsample groups is so large.
Here, hydrogeological approach is likely to tackle this puzzle. Due to very fine sediments, semi-confined and confined groundwater aquifers exist in the coastal lowland of the study area, which may contain isolated water bodies as old as, at least, several thousand years (Cao et al., 2016; personal communication, Han, 2019). The finer subsamples have larger absorption and their ages can be relatively older.
In this study, a total of 110 indicators are classified into three categories: sediments (67), cheniers (27) and oyster reefs (16). Thorough examinations of the indicative meaning for each indicator have been performed with particular descriptions for cheniers and oyster reefs. With reasonable estimation for the paleo tidal pattern and relationship between MTL and MSL, procedures from the observed rsl to RMSL have been completed.
RTC caused more than two-thirds of the whole data to have a younger-oriented shift. Three additional corrections for spatial factors such as neotectonics, self-compaction and groundwater withdrawal are further scrutinized. Consequently, about 0.1 mm/a has been used as the local neotectonic subsiding rate; a few decimeters to nearly 6 m have been compensated for self-compaction on different depths; a few centimeters to nearly 2.5 m have been reimbursed for subsidence by groundwater withdrawal. Finally, a local RMSL curve, eliminated all the local factors, has been speculated, and a slowdown is in between about 7.5−6.8 cal ka BP. None of the obvious mid-Holocene highstand was found, and a likely stable RMSL at <+1 m lasted from about 6.8 ka until about 3 ka before the present.
This new attempt for Holocene sea level reconstruction on the west coast of Bohai Bay may provide a new constrained platform for further modeling efforts in the coming future.
The authors acknowledge the numerous researchers provided original data during the last decades, among whom Zhiren Xie (Nanjing Normal University, Nanjing) is particularly thanked for his consistent encouragement. We greatly appreciate Kurt Lambeck (The Australian National University) for his guidance in aspect of the GIA predicted curves in the study area, and acknowledge Lei Huang (Northwest University, Xi’an) and Sarah L. Bradley (Utrecht University) for discussions of the regional neotectonics and isostatic approach. Thanks are given to Shu Gao (Nanjing University, Nanjing) for his suggestions of significant reorganizing of the manuscript. Two anonymous reviewers are truly indebted for their valuable review and constructive comments.
  • The National Natural Science Foundation of China under contract Nos 41372173, 41476074 and 41806109; the China Geological Survey Project under contract Nos DD20189506 and DD20211301.
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doi: 10.1007/s13131-021-1730-5
  • Receive Date:2020-04-02
  • Online Date:2026-03-03
  • Published:2021-07-25
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  • Received:2020-04-02
  • Accepted:2020-08-14
Funding
The National Natural Science Foundation of China under contract Nos 41372173, 41476074 and 41806109; the China Geological Survey Project under contract Nos DD20189506 and DD20211301.
Affiliations
    1 Tianjin Center, China Geological Survey, Tianjin 300170, China
    2 Key Laboratory of Coast Geo-Environment, China Geological Survey, Tianjin 300170, China
    3 Key Laboratory for Coast and Island Development (Nanjing University), Ministry of Education, Nanjing 210023, China
    4 School of Geographic and Oceanographic Sciences, Nanjing University, Nanjing 210023, China

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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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