diff --git a/src/assets/newImgs/pumpGY/suggestP.png b/src/assets/newImgs/pumpGY/suggestP.png new file mode 100644 index 0000000..cfb21fd --- /dev/null +++ b/src/assets/newImgs/pumpGY/suggestP.png Binary files differ diff --git a/src/assets/newImgs/pumpGY/suggestP.png b/src/assets/newImgs/pumpGY/suggestP.png new file mode 100644 index 0000000..cfb21fd --- /dev/null +++ b/src/assets/newImgs/pumpGY/suggestP.png Binary files differ diff --git a/src/views/sponeScreen/projectHM/projectDX.vue b/src/views/sponeScreen/projectHM/projectDX.vue index 7fb3f83..958ce25 100644 --- a/src/views/sponeScreen/projectHM/projectDX.vue +++ b/src/views/sponeScreen/projectHM/projectDX.vue @@ -3,14 +3,21 @@
-
监测分析建议
-

2024-08-25 (24小时累计60mm降雨)

-

1,该项目设计总调蓄容积35.8m³;

-

2,海绵设施留蓄水量2.6m³;

-

3,溢流时长1.4h,排出3.2m³

-

4,根据进出口的ss对比,海绵设施的净化能力达标

+
+ 监测分析建议 + + + +
+

2024-08-26 降雨起止时间1:15-3:45,24小时累计降雨量20.4mm,降雨等级 中雨

+

1,项目设计最大控制容积 3796.52m³

+

2,项目设计标准达标情况(降雨量≤54.62mm时,径流总量控制率≥90%):本场降雨径流总量控制率92%,达标

+

3,雨水管网产流开始时间1:45,结束时间4:45,累计流量843.5m³,最大水深0.5m

+ + 过程图片 + @@ -48,6 +55,7 @@ @@ -61,6 +69,13 @@ background: url('@/assets/newImgs/pumpGY/dxxmBg.jpg') no-repeat; background-size: 100% 100%; position:relative; + .progressP{ + width:50%; + left: 405PX; + top: 15PX; + position: absolute; + z-index: 20 + } .suggest{ position:absolute; z-index: 20; @@ -69,6 +84,7 @@ width:384PX; background: linear-gradient(90deg, #2D459E 0%, rgba(45,69,158,0.4) 100%); color:#fff; + font-size:15PX; .title{ width:384PX; height: 42PX; @@ -77,9 +93,17 @@ font-size: 16PX; background: url('@/assets/newImgs/pumpGY/titleBg.png') no-repeat; background-size: 100% 100%; + .iconSug{ + float:right; + margin:15PX 10PX; + cursor: pointer; + } } p{ - padding-left:20PX; + padding:0px 20PX; + span{ + font-weight: bold; + } } } .waterFlow{